Anexo 6 - Reporte Del Programa De Calculo.pdf
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- Words: 119,492
- Pages: 290
Project Report Model File: Modelo, Revision 0
4/02/2019
Table of Contents 1. Structure Data
6
1.1 Story Data
6
1.2 Grid Data
6
1.3 Point Coordinates
6
1.4 Line Connectivity
7
1.5 Area Connectivity
8
1.6 Mass
9
1.7 Groups
10
2. Properties
11
2.1 Materials
11
2.2 Frame Sections
11
2.3 Shell Sections
11
2.4 Reinforcement Sizes
11
2.5 Tendon Sections
11
3. Assignments
12
3.1 Joint Assignments
12
3.2 Frame Assignments
13
3.3 Shell Assignments
15
4. Loads
16
4.1 Load Patterns
16
4.2 Auto Seismic Loading
16
4.3 Applied Loads
21
4.3.1 Area Loads
21
4.4 Functions
21
4.4.1 Response Spectrum Functions
21
4.5 Load Cases
27
4.6 Load Combinations
27
5. Analysis Results
37
5.1 Structure Results
37
5.2 Story Results
55
5.3 Point Results
161
5.4 Modal Results
249
Page 2 of 290
Table of Contents 6. Design Data
252
6.1 Concrete Frame Design
252
Page 3 of 290
List of Tables Table 1.1 Story Data
6
Table 1.2 Grid Systems
6
Table 1.3 Grid Lines
6
Table 1.4 Joint Coordinates Data
6
Table 1.5 Column Connectivity Data
7
Table 1.6 Beam Connectivity Data
7
Table 1.7 Floor Connectivity Data
8
Table 1.8 Null Shell Connectivity Data
9
Table 1.9 Mass Source
9
Table 1.10 Centers of Mass and Rigidity
9
Table 1.11 Mass Summary by Diaphragm
9
Table 1.12 Mass Summary by Story
10
Table 1.13 Group Definitions
10
Table 2.1 Material Properties - Summary
11
Table 2.2 Frame Sections - Summary
11
Table 2.3 Shell Sections - Summary
11
Table 2.4 Reinforcing Bar Sizes
11
Table 2.5 Tendon Section Properties
11
Table 3.1 Joint Assignments - Summary
12
Table 3.2 Frame Assignments - Summary
13
Table 3.3 Shell Assignments - Summary
15
Table 4.1 Load Patterns
16
Table 4.4 Shell Loads - Uniform
21
Table 4.5 Response Spectrum Function - User
21
Table 4.6 Load Cases - Summary
27
Table 4.7 Load Combinations
27
Table 5.1 Base Reactions
37
Table 5.2 Centers of Mass and Rigidity
44
Table 5.3 Diaphragm Center of Mass Displacements
44
Table 5.4 Story Max/Avg Displacements
55
Table 5.5 Story Drifts
76
Table 5.6 Story Max/Avg Drifts
97
Table 5.7 Story Forces
118
Table 5.8 Joint Reactions
162
Page 4 of 290
List of Tables Table 5.9 Modal Periods and Frequencies
249
Table 5.10 Modal Participating Mass Ratios
249
Table 5.11 Modal Load Participation Ratios
250
Table 5.12 Modal Direction Factors
250
Table 6.1 Concrete Frame Preferences - ACI 318-08
252
Table 6.2 Concrete Column Overwrites - ACI 318-08
252
Table 6.3 Concrete Beam Overwrites - ACI 318-08
253
Table 6.4 Concrete Column PMM Envelope
255
Table 6.5 Concrete Column Shear Envelope
256
Table 6.6 Concrete Beam Flexure Envelope
257
Table 6.7 Concrete Beam Shear Envelope
261
Table 6.8 Concrete Joint Envelope
269
Table 6.9 Concrete Column Summary - ACI 318-08
270
Table 6.10 Concrete Beam Summary - ACI 318-08
274
Table 6.11 Concrete Joint Summary - ACI 318-08
288
Page 5 of 290
Structure Data
4/02/2019
1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Data Height Elevation Master Similar mm mm Story To
Name
Splice Story
Story3
2500
7500
Yes
None
No
Story2
2500
5000
No
Story3
No
Story1
2500
2500
No
Story3
No
Base
0
0
No
None
No
1.2 Grid Data Table 1.2 - Grid Systems Name
Type
Story Range
X Origin m
Y Origin m
Rotation deg
Bubble Size mm
Color
G1
Cartesian
Default
0
0
0
1250
ffa0a0a0
Table 1.3 - Grid Lines Grid Grid Bubble Ordinate Grid ID Visible System Direction Location m G1
X
A
Yes
End
0
G1
X
B
Yes
End
2.08
G1
X
C
Yes
End
4.7
G1
Y
1
Yes
Start
0
G1
Y
2
Yes
Start
3
G1
Y
3
Yes
Start
5
G1
Y
4
Yes
Start
7.2
1.3 Point Coordinates Table 1.4 - Joint Coordinates Data Y mm
ΔZ Below mm
0
0
0
0
3000
0
0
5000
0
4
0
7200
0
5
2080
0
0
6
2080
3000
0
7
2080
5000
0
8
2080
7200
0
9
4700
0
0
10
4700
3000
0
11
4700
5000
0
Label
X mm
1 2 3
Page 6 of 290
Structure Data
4/02/2019
Table 1.4 - Joint Coordinates Data (continued) Label
X mm
Y mm
ΔZ Below mm
12
4700
7200
0
13
0
-700
0
14
2080
-700
0
15
4700
-700
0
16
2830
3000
0
17
2830
5000
0
18
1630
5000
0
19
1630
7200
0
20
0
5600
0
21
2080
5600
0
28
1630
5600
0
1.4 Line Connectivity Table 1.5 - Column Connectivity Data Column
I-End Point
J-End Point
I-End Story
C1
1
1
Below
C2
2
2
Below
C3
3
3
Below
C4
4
4
Below
C5
5
5
Below
C6
6
6
Below
C7
7
7
Below
C8
8
8
Below
C9
9
9
Below
C10
10
10
Below
C11
11
11
Below
C12
12
12
Below
Table 1.6 - Beam Connectivity Data Beam
I-End Point
J-End Point
Curve Type
B1
1
5
None
B2
5
9
None
B3
2
6
None
B4
6
10
None
B5
3
7
None
B6
7
11
None
B7
4
8
None
B8
8
12
None
B9
1
2
None
B10
2
3
None
B11
3
4
None
B12
5
6
None
Page 7 of 290
Structure Data
4/02/2019
Table 1.6 - Beam Connectivity Data (continued) Beam
I-End Point
J-End Point
Curve Type
B13
6
7
None
B14
7
8
None
B15
9
10
None
B16
10
11
None
B17
11
12
None
B18
13
14
None
B19
14
15
None
B20
13
1
None
B21
14
5
None
B22
15
9
None
B23
16
17
None
B24
18
19
None
B25
20
21
None
1.5 Area Connectivity Table 1.7 - Floor Connectivity Data Floor F2
F5
F6
F7
F8
F9
Number Edge Point 1 Point 2 of Edges Number 4
6
4
4
4
4
Curve Type
1
7
11
None
2
11
12
None
3
12
8
None
4
8
7
None
1
3
1
None
2
1
9
None
3
9
10
None
4
10
6
None
5
6
7
None
6
7
3
None
1
6
10
None
2
10
11
None
3
11
7
None
4
7
6
None
1
3
7
None
2
7
21
None
3
21
20
None
4
20
3
None None
1
28
21
2
21
8
None
3
8
19
None
4
19
28
None
1
13
15
None
2
15
9
None
3
9
1
None
4
1
13
None
Page 8 of 290
Structure Data
4/02/2019
Table 1.7 - Floor Connectivity Data (continued) Floor F11
Number Edge Point 1 Point 2 of Edges Number 4
Curve Type
1
6
16
None
2
16
17
None
3
17
7
None
4
7
6
None
Table 1.8 - Null Shell Connectivity Data Label
Number Edge Point 1 Point 2 of Edges Number
A2
4
A3
4
A4
4
Curve Type
Point 1 Point 2 Story Story
1
16
10
None
Same
Same
2
10
11
None
Same
Same
3
11
17
None
Same
Same
4
17
16
None
Same
Same
1
20
28
None
Same
Same
2
28
19
None
Same
Same
3
19
4
None
Same
Same
4
4
20
None
Same
Same
1
6
16
None
Same
Same
2
16
17
None
Same
Same
3
17
7
None
Same
Same
4
7
6
None
Same
Same
1.6 Mass Table 1.9 - Mass Source Name MsSrc1
Include Lump Include Include Include Include Load Added at IsDefault Multiplier Elements Loads Lateral Vertical Pattern Mass Stories No
No
Yes
Yes
No
Yes
Yes
DEAD
1
Table 1.10 - Centers of Mass and Rigidity Cumulative Cumulative X Y kg kg
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Story1
D1
33301.44 33301.44
2.2895
3.2063
33301.44
Story2
D2
31141.44 31141.44
2.3308
3.172
Story3
D3
3.3715
4
0
0
XCCM m
YCCM m
33301.44
2.2895
3.2063
31141.44
31141.44
2.3308
3.172
0
0
0
0
Page 9 of 290
XCR m
YCR m
Structure Data
4/02/2019
Table 1.11 - Mass Summary by Diaphragm
Story
Mass X Mass Y Mass Mass X Mass Y Moment Diaphragm Center Center kg kg of Inertia m m tonf-m-s²
Story3
D3
0
3.3715
4
Story2
D2
31141.44 31141.44
0
0
29.6197
2.3308
3.172
Story1
D1
33301.44 33301.44
32.7848
2.2895
3.2063
Table 1.12 - Mass Summary by Story Story Story3
UX kg
UY kg
UZ kg
3197.2
3197.2
0
Story2
31141.44 31141.44
0
Story1
33301.44 33301.44
0
Base
3240
3240
0
1.7 Groups Table 1.13 - Group Definitions Name
Color
All
Yellow
Page 10 of 290
Properties
4/02/2019
2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary E kgf/mm²
ν
Unit Weight kgf/m³
Design Strengths
Tendon
20037.48
0
7849.05
Fy=172.32 kgf/mm², Fu=189.83 kgf/mm²
Rebar
20389.02
0
7849.05
Fy=42.18 kgf/mm², Fu=63.28 kgf/mm²
Name
Type
A416Gr270 A615Gr60
CONC280 Concrete
2527
0.2
2400
Fc=2.8 kgf/mm²
RMAT
Rebar
20389.02
0
7849.05
Fy=42 kgf/mm², Fu=63 kgf/mm²
STEEL
Steel
20389.02
0.3
7833.41
Fy=35.15 kgf/mm², Fu=45.7 kgf/mm²
2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name
Material
Shape
COL30X30 CONC280 Concrete Rectangular VIGA15X30 CONC280 Concrete Rectangular VIGA30X30 CONC280 Concrete Rectangular
2.3 Shell Sections Table 2.3 - Shell Sections - Summary Name
Total Design Element Deck Material Thickness Type Type Material mm
LOSA
Deck
Membrane CONC280
100.8
TEJA
Deck
Membrane CONC280
10
STEEL
2.4 Reinforcement Sizes Table 2.4 - Reinforcing Bar Sizes Name
Diameter mm
Area mm²
#8
25.4
510
#9
28.7
645
2.5 Tendon Sections Table 2.5 - Tendon Section Properties Name
Material
Tendon1 A416Gr270
StrandArea mm²
Color
99
Lime
Page 11 of 290
Deck Depth mm 50.8
Assignments
4/02/2019
3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary Story
Label
Story3
6
Unique Diaphragm Name 21
From Area
Story3
7
25
From Area
Story3
10
37
From Area
Story3
11
41
From Area
Story3
16
60
From Area
Story3
17
61
From Area
Story2
1
2
From Area
Story2
2
6
From Area
Story2
3
10
From Area
Story2
4
14
From Area
Story2
5
18
From Area
Story2
6
22
From Area
Story2
7
26
From Area
Story2
8
30
From Area
Story2
9
34
From Area
Story2
10
38
From Area
Story2
11
42
From Area
Story2
12
46
From Area
Story2
13
49
From Area
Story2
14
50
From Area
Story2
15
55
From Area
Story2
16
58
From Area
Story2
17
59
From Area
Story2
18
64
From Area
Story2
19
65
From Area
Story2
20
70
From Area
Story2
21
71
From Area
Story2
28
102
From Area
Story1
1
3
From Area
Story1
2
7
From Area
Story1
3
11
From Area
Story1
4
15
From Area
Story1
5
19
From Area
Story1
6
23
From Area
Story1
7
27
From Area
Story1
8
31
From Area
Story1
9
35
From Area
Story1
10
39
From Area
Story1
11
43
From Area
Story1
12
47
From Area
Story1
13
53
From Area
Page 12 of 290
Restraints
Assignments
4/02/2019
Table 3.1 - Joint Assignments - Summary (continued) Unique Diaphragm Name
Story
Label
Restraints
Story1
14
54
From Area
Story1
15
57
From Area
Story1
16
62
From Area
Story1
17
63
From Area
Story1
18
68
From Area
Story1
19
69
From Area
Story1
20
74
From Area
Story1
21
75
From Area
Story1
28
104
From Area
Base
1
4
From Area
UX; UY; UZ; RX; RY; RZ
Base
2
8
From Area
UX; UY; UZ; RX; RY; RZ
Base
3
12
From Area
UX; UY; UZ; RX; RY; RZ
Base
4
16
From Area
UX; UY; UZ; RX; RY; RZ
Base
5
20
From Area
UX; UY; UZ; RX; RY; RZ
Base
6
24
From Area
UX; UY; UZ; RX; RY; RZ
Base
7
28
From Area
UX; UY; UZ; RX; RY; RZ
Base
8
32
From Area
UX; UY; UZ; RX; RY; RZ
Base
9
36
From Area
UX; UY; UZ; RX; RY; RZ
Base
10
40
From Area
UX; UY; UZ; RX; RY; RZ
Base
11
44
From Area
UX; UY; UZ; RX; RY; RZ
Base
12
48
From Area
UX; UY; UZ; RX; RY; RZ
3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story3
C6
16
Column
2500
COL30X30
COL30X30
3
Story3
C7
19
Column
2500
COL30X30
COL30X30
3
Story3
C10
28
Column
2500
COL30X30
COL30X30
3
Story3
C11
31
Column
2500
COL30X30
COL30X30
3
Story2
C1
2
Column
2500
COL30X30
COL30X30
3
Story2
C2
5
Column
2500
COL30X30
COL30X30
3
Story2
C3
8
Column
2500
COL30X30
COL30X30
3
Story2
C4
11
Column
2500
COL30X30
COL30X30
3
Story2
C5
14
Column
2500
COL30X30
COL30X30
3
Story2
C6
17
Column
2500
COL30X30
COL30X30
3
Story2
C7
20
Column
2500
COL30X30
COL30X30
3
Story2
C8
23
Column
2500
COL30X30
COL30X30
3
Story2
C9
26
Column
2500
COL30X30
COL30X30
3
Story2
C10
29
Column
2500
COL30X30
COL30X30
3
Story2
C11
32
Column
2500
COL30X30
COL30X30
3
Story2
C12
35
Column
2500
COL30X30
COL30X30
3
Story1
C1
3
Column
2500
COL30X30
COL30X30
3
Page 13 of 290
Assignments
4/02/2019
Table 3.2 - Frame Assignments - Summary (continued) Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story1
C2
6
Column
2500
COL30X30
COL30X30
3
Story1
C3
9
Column
2500
COL30X30
COL30X30
3
Story1
C4
12
Column
2500
COL30X30
COL30X30
3
Story1
C5
15
Column
2500
COL30X30
COL30X30
3
Story1
C6
18
Column
2500
COL30X30
COL30X30
3
Story1
C7
21
Column
2500
COL30X30
COL30X30
3
Story1
C8
24
Column
2500
COL30X30
COL30X30
3
Story1
C9
27
Column
2500
COL30X30
COL30X30
3
Story1
C10
30
Column
2500
COL30X30
COL30X30
3
Story1
C11
33
Column
2500
COL30X30
COL30X30
3
Story1
C12
36
Column
2500
COL30X30
COL30X30
Story3
B4
47
Beam
2620
VIGA30X30 VIGA30X30
500
3
Story3
B6
53
Beam
2620
VIGA30X30 VIGA30X30
500
Story3
B13
74
Beam
2000
VIGA30X30 VIGA30X30
500
Story3
B16
83
Beam
2000
VIGA30X30 VIGA30X30
500
Story3
B23
104
Beam
2000
VIGA15X30 VIGA15X30
500
Story2
B1
37
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B2
40
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B3
43
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B4
46
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B5
49
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B6
52
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B7
55
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B8
58
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B9
61
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B10
64
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B11
67
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B12
70
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B13
73
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B14
76
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B15
79
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B16
82
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B17
85
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B18
88
Beam
2080
VIGA15X30 VIGA15X30
500
Story2
B19
91
Beam
2620
VIGA15X30 VIGA15X30
500
Story2
B20
94
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B21
97
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B22
100
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B23
103
Beam
2000
VIGA15X30 VIGA15X30
500
Story2
B24
106
Beam
2200
VIGA15X30 VIGA15X30
500
Story2
B25
109
Beam
2080
VIGA15X30 VIGA15X30
500
Story1
B1
39
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B2
42
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B3
45
Beam
2080
VIGA30X30 VIGA30X30
500
Page 14 of 290
Assignments
4/02/2019
Table 3.2 - Frame Assignments - Summary (continued) Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story1
B4
48
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B5
51
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B6
54
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B7
57
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B8
60
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B9
63
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B10
66
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B11
69
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B12
72
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B13
75
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B14
78
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B15
81
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B16
84
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B17
87
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B18
90
Beam
2080
VIGA15X30 VIGA15X30
500
Story1
B19
93
Beam
2620
VIGA15X30 VIGA15X30
500
Story1
B20
96
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B21
99
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B22
102
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B23
105
Beam
2000
VIGA15X30 VIGA15X30
500
Story1
B24
108
Beam
2200
VIGA15X30 VIGA15X30
500
Story1
B25
111
Beam
2080
VIGA15X30 VIGA15X30
500
3.3 Shell Assignments Table 3.3 - Shell Assignments - Summary Unique Section Diaphragm Name
Axis Angle deg
Story
Label
Story3
F6
58
TEJA
Story2
F2
5
LOSA
D2
90
Story2
F5
17
LOSA
D2
90
Story2
F7
26
LOSA
D2
90
Story2
F8
30
LOSA
D2
D3
Story2
F9
34
LOSA
D2
Story2
F11
50
LOSA
D2
Story1
F2
7
LOSA
D1
Story1
F5
19
LOSA
D1
Story1
F7
28
LOSA
D1
Story1
F8
32
LOSA
D1
Story1
F9
36
LOSA
D1
Story1
F11
52
LOSA
D1
Page 15 of 290
90
90
Loads
4/02/2019
4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Name
Type
Self Weight Multiplier
DEAD
Dead
1
LIVE
Live
0
Auto Load
Lr
Roof Live
0
EMPUJE
Other
0
GRANIZO
Snow
0
Sx Estatico
Seismic
0
User Coefficient
Sy Estatico
Seismic
0
User Coefficient
4.2 Auto Seismic Loading
Page 16 of 290
Loads
4/02/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sx Estatico using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = X Eccentricity Ratio = 0% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.9063
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
X
0
0
Applied Story Forces
Page 17 of 290
W (tonf)
V (kgf)
67.64008 61302.2053
Loads
4/02/2019
Lateral Load to Stories - X 5590.5023kgf Story3
36301.8256kgf Story2
19409.8774kgf Story1
Base 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 E+3 Force, kgf
Story
Elevation
X-Dir
Y-Dir
m
kgf
kgf
Story3
7.5
5590.5023
0
Story2
5
36301.8256
0
Story1
2.5
19409.8774
0
Base
0
0
0
Page 18 of 290
Loads
4/02/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sy Estatico using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = Y Eccentricity Ratio = 0% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.9063
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
Y
0
0
Applied Story Forces
Page 19 of 290
W (tonf)
V (kgf)
67.64008 61302.2053
Loads
4/02/2019
Lateral Load to Stories - Y
Story3 5590.5023kgf
Story2 36301.8256kgf
Story1 19409.8774kgf
Base 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 E+3 Force, kgf
Story
Elevation
X-Dir
Y-Dir
m
kgf
kgf
Story3
7.5
0
5590.5023
Story2
5
0
36301.8256
Story1
2.5
0
19409.8774
Base
0
0
0
Page 20 of 290
Loads
4/02/2019
4.3 Applied Loads 4.3.1 Area Loads Table 4.4 - Shell Loads - Uniform Story
Label
Unique Name
Load Pattern
Direction
Load kgf/m²
Story3
F6
58
DEAD
Gravity
20
Story2
F2
5
DEAD
Gravity
385
Story2
F5
17
DEAD
Gravity
385
Story2
F7
26
DEAD
Gravity
385
Story2
F8
30
DEAD
Gravity
385
Story2
F9
34
DEAD
Gravity
385
Story2
F11
50
DEAD
Gravity
385
Story1
F2
7
DEAD
Gravity
385
Story1
F5
19
DEAD
Gravity
385
Story1
F7
28
DEAD
Gravity
385
Story1
F8
32
DEAD
Gravity
385
Story1
F9
36
DEAD
Gravity
385
Story1
F11
52
DEAD
Gravity
385
Story3
F6
58
LIVE
Gravity
35
Story2
F2
5
LIVE
Gravity
500
Story2
F5
17
LIVE
Gravity
500
Story2
F7
26
LIVE
Gravity
500
Story2
F8
30
LIVE
Gravity
500
Story2
F9
34
LIVE
Gravity
500
Story2
F11
50
LIVE
Gravity
500
Story1
F2
7
LIVE
Gravity
180
Story1
F5
19
LIVE
Gravity
180
Story1
F7
28
LIVE
Gravity
180
Story1
F8
32
LIVE
Gravity
180
Story1
F9
36
LIVE
Gravity
500
Story1
F11
52
LIVE
Gravity
180
Story3
F6
58
GRANIZO
Gravity
50
4.4 Functions 4.4.1 Response Spectrum Functions Table 4.5 - Response Spectrum Function - User Name
Period sec
Acceleration
Damping % 5
NSR10
0
0.9063
NSR10
0.03
0.9063
NSR10
0.05
0.9063
NSR10
0.08
0.9063
NSR10
0.1
0.9063
NSR10
0.13
0.9063
NSR10
0.15
0.9063
NSR10
0.18
0.9063
NSR10
0.2
0.9063
Page 21 of 290
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
0.23
0.9063
NSR10
0.25
0.9063
NSR10
0.28
0.9063
NSR10
0.3
0.9063
NSR10
0.33
0.9063
NSR10
0.35
0.9063
NSR10
0.38
0.9063
NSR10
0.4
0.9063
NSR10
0.43
0.9063
NSR10
0.45
0.9063
NSR10
0.48
0.9063
NSR10
0.5
0.9063
NSR10
0.53
0.9063
NSR10
0.55
0.9063
NSR10
0.58
0.9063
NSR10
0.6
0.9063
NSR10
0.63
0.9063
NSR10
0.65
0.9063
NSR10
0.68
0.9063
NSR10
0.7
0.9063
NSR10
0.73
0.9063
NSR10
0.75
0.9063
NSR10
0.78
0.9063
NSR10
0.8
0.9063
NSR10
0.83
0.9063
NSR10
0.85
0.9063
NSR10
0.88
0.9063
NSR10
0.9
0.9063
NSR10
0.93
0.9063
NSR10
0.95
0.9063
NSR10
0.98
0.9063
NSR10
1
0.9
NSR10
1.03
0.878
NSR10
1.05
0.8571
NSR10
1.08
0.8372
NSR10
1.1
0.8182
NSR10
1.13
0.8
NSR10
1.15
0.7826
NSR10
1.18
0.766
NSR10
1.2
0.75
NSR10
1.23
0.7347
NSR10
1.25
0.72
NSR10
1.28
0.7059
NSR10
1.3
0.6923
NSR10
1.33
0.6792
Page 22 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
1.35
0.6667
NSR10
1.38
0.6545
NSR10
1.4
0.6429
NSR10
1.43
0.6316
NSR10
1.45
0.6207
NSR10
1.48
0.6102
NSR10
1.5
0.6
NSR10
1.53
0.5902
NSR10
1.55
0.5806
NSR10
1.58
0.5714
NSR10
1.6
0.5625
NSR10
1.63
0.5538
NSR10
1.65
0.5455
NSR10
1.68
0.5373
NSR10
1.7
0.5294
NSR10
1.73
0.5217
NSR10
1.75
0.5143
NSR10
1.78
0.507
NSR10
1.8
0.5
NSR10
1.83
0.4932
NSR10
1.85
0.4865
NSR10
1.88
0.48
NSR10
1.9
0.4737
NSR10
1.93
0.4675
NSR10
1.95
0.4615
NSR10
1.98
0.4557
NSR10
2
0.45
NSR10
2.03
0.4444
NSR10
2.05
0.439
NSR10
2.08
0.4337
NSR10
2.1
0.4286
NSR10
2.13
0.4235
NSR10
2.15
0.4186
NSR10
2.18
0.4138
NSR10
2.2
0.4091
NSR10
2.23
0.4045
NSR10
2.25
0.4
NSR10
2.28
0.3956
NSR10
2.3
0.3913
NSR10
2.33
0.3871
NSR10
2.35
0.383
NSR10
2.38
0.3789
NSR10
2.4
0.375
NSR10
2.43
0.3711
NSR10
2.45
0.3673
Page 23 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
2.48
0.3636
NSR10
2.5
0.36
NSR10
2.53
0.3564
NSR10
2.55
0.3529
NSR10
2.57
0.3495
NSR10
2.6
0.3462
NSR10
2.62
0.3429
NSR10
2.65
0.3396
NSR10
2.67
0.3364
NSR10
2.7
0.3333
NSR10
2.72
0.3303
NSR10
2.75
0.3273
NSR10
2.77
0.3243
NSR10
2.8
0.3214
NSR10
2.82
0.3186
NSR10
2.85
0.3158
NSR10
2.87
0.313
NSR10
2.9
0.3103
NSR10
2.92
0.3077
NSR10
2.95
0.3051
NSR10
2.97
0.3025
NSR10
3
0.3
NSR10
3.02
0.2975
NSR10
3.05
0.2951
NSR10
3.07
0.2927
NSR10
3.1
0.2903
NSR10
3.12
0.288
NSR10
3.15
0.2857
NSR10
3.17
0.2835
NSR10
3.2
0.2813
NSR10
3.22
0.2791
NSR10
3.25
0.2769
NSR10
3.27
0.2748
NSR10
3.3
0.2727
NSR10
3.32
0.2707
NSR10
3.35
0.2687
NSR10
3.37
0.2667
NSR10
3.4
0.2647
NSR10
3.42
0.2628
NSR10
3.45
0.2609
NSR10
3.47
0.259
NSR10
3.5
0.2571
NSR10
3.52
0.2553
NSR10
3.55
0.2535
NSR10
3.57
0.2517
Page 24 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
3.6
0.25
NSR10
3.62
0.2483
NSR10
3.65
0.2466
NSR10
3.67
0.2449
NSR10
3.7
0.2432
NSR10
3.72
0.2416
NSR10
3.75
0.24
NSR10
3.77
0.2384
NSR10
3.8
0.2368
NSR10
3.82
0.2353
NSR10
3.85
0.2338
NSR10
3.87
0.2323
NSR10
3.9
0.2308
NSR10
3.92
0.2293
NSR10
3.95
0.2278
NSR10
3.97
0.2264
NSR10
4
0.225
NSR10
4.02
0.2236
NSR10
4.05
0.2222
NSR10
4.07
0.2209
NSR10
4.1
0.2195
NSR10
4.12
0.2182
NSR10
4.15
0.2169
NSR10
4.17
0.2156
NSR10
4.2
0.2143
NSR10
4.22
0.213
NSR10
4.25
0.2118
NSR10
4.27
0.2105
NSR10
4.3
0.2093
NSR10
4.32
0.2081
NSR10
4.35
0.2069
NSR10
4.37
0.2057
NSR10
4.4
0.2045
NSR10
4.43
0.2034
NSR10
4.45
0.2022
NSR10
4.48
0.2011
NSR10
4.5
0.2
NSR10
4.53
0.1989
NSR10
4.55
0.1978
NSR10
4.58
0.1967
NSR10
4.6
0.1957
NSR10
4.63
0.1946
NSR10
4.65
0.1935
NSR10
4.68
0.1925
NSR10
4.7
0.1915
Page 25 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
4.73
0.1905
NSR10
4.75
0.1895
NSR10
4.78
0.1885
NSR10
4.8
0.1875
NSR10
4.83
0.1865
NSR10
4.85
0.1856
NSR10
4.88
0.1846
NSR10
4.9
0.1837
NSR10
4.93
0.1827
NSR10
4.95
0.1818
NSR10
4.98
0.1809
NSR10
5
0.18
NSR10
5.03
0.1791
NSR10
5.05
0.1782
NSR10
5.08
0.1773
NSR10
5.1
0.1765
NSR10
5.13
0.1756
NSR10
5.15
0.1748
NSR10
5.18
0.1739
NSR10
5.2
0.1731
NSR10
5.23
0.1722
NSR10
5.25
0.1714
NSR10
5.28
0.1706
NSR10
5.3
0.1698
NSR10
5.33
0.169
NSR10
5.35
0.1682
NSR10
5.38
0.1674
NSR10
5.4
0.1667
NSR10
5.43
0.1659
NSR10
5.45
0.1651
NSR10
5.48
0.1644
NSR10
5.5
0.1636
NSR10
5.53
0.1629
NSR10
5.55
0.1622
NSR10
5.58
0.1614
NSR10
5.6
0.1607
NSR10
5.63
0.16
NSR10
5.65
0.1593
NSR10
5.68
0.1586
NSR10
5.7
0.1579
NSR10
5.73
0.1572
NSR10
5.75
0.1565
NSR10
5.78
0.1558
NSR10
5.8
0.1552
NSR10
5.83
0.1545
Page 26 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
5.85
0.1538
NSR10
5.88
0.1532
NSR10
5.9
0.1525
NSR10
5.93
0.1519
NSR10
5.95
0.1513
NSR10
5.98
0.1506
NSR10
6
0.15
Damping %
4.5 Load Cases Table 4.6 - Load Cases - Summary Name
Type
DEAD
Linear Static
LIVE
Linear Static
SX
Response Spectrum
SY
Response Spectrum
Lr
Linear Static
EMPUJE
Linear Static
GRANIZO
Linear Static
Sx Estatico
Linear Static
Sy Estatico
Linear Static
~TorsionSX
Linear Static
~TorsionSY
Linear Static
4.6 Load Combinations Table 4.7 - Load Combinations Name
Load Case/Combo
Scale Factor
Type
Auto
B.2.4-1
DEAD
1.4
Linear Add
No
B.2.4-2 (1)
DEAD
1.2
Linear Add
No
B.2.4-2 (1)
LIVE
1.6
No
B.2.4-2 (1)
Lr
0.5
No
B.2.4-2 (1)
EMPUJE
1.6
No
B.2.4-3 (1)
DEAD
1.2
B.2.4-3 (1)
Lr
1.6
Linear Add
No No
B.2.4-3 (1)
LIVE
1
B.2.4-5 (1)
DEAD
1.2
B.2.4-5 (1)
LIVE
1
B.2.4-5 (1)
ExDIS
1
No
B.2.4-5 (1)
EyDIS
0.3
No
B.2.4-6
DEAD
0.9
B.2.4-6
EMPUJE
1.6
B.2.4-7 (1)
DEAD
0.9
B.2.4-7 (1)
ExDIS
1
No
B.2.4-7 (1)
EyDIS
0.3
No
Page 27 of 290
No Linear Add
No No
Linear Add
No
Linear Add
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.4-7 (1)
EMPUJE
1.6
B.2.3-1
DEAD
1
Linear Add
No
B.2.3-2
DEAD
1
Linear Add
No
B.2.3-2
EMPUJE
1
B.2.3-2
LIVE
1
B.2.3-3 (1)
DEAD
1
B.2.3-3 (1)
EMPUJE
1
No
B.2.3-3 (1)
Lr
1
No
ExDIS
SX
0.1786
Linear Add
No
EyDIS
SY
0.1786
Linear Add
No
B.2.4-4 (1)
DEAD
1.2
Linear Add
No
B.2.4-4 (1)
LIVE
1
Type
Auto No
No No Linear Add
No
No
B.2.4-4 (1)
Lr
0.5
B.2.4-5 (2)
DEAD
1.2
No
B.2.4-5 (2)
LIVE
1
No
B.2.4-5 (2)
ExDIS
1
No
B.2.4-5 (2)
EyDIS
-0.3
B.2.4-5 (3)
DEAD
1.2
Linear Add
No
No Linear Add
No
B.2.4-5 (3)
LIVE
1
No
B.2.4-5 (3)
ExDIS
-1
No
B.2.4-5 (3)
EyDIS
-0.3
B.2.4-5 (4)
DEAD
1.2
No Linear Add
No
B.2.4-5 (4)
LIVE
1
No
B.2.4-5 (4)
ExDIS
-1
No
B.2.4-5 (4)
EyDIS
0.3
B.2.4-5 (5)
DEAD
1.2
No Linear Add
No
B.2.4-5 (5)
LIVE
1
No
B.2.4-5 (5)
ExDIS
0.3
No
B.2.4-5 (5)
EyDIS
1
B.2.4-5 (6)
DEAD
1.2
No Linear Add
No
B.2.4-5 (6)
LIVE
1
No
B.2.4-5 (6)
ExDIS
0.3
No
B.2.4-5 (6)
EyDIS
-1
No
B.2.4-5 (7)
DEAD
1.2
B.2.4-5 (7)
LIVE
1
No
B.2.4-5 (7)
ExDIS
-0.3
No
B.2.4-5 (7)
EyDIS
-1
No
B.2.4-5 (8)
DEAD
1.2
B.2.4-5 (8)
LIVE
1
No
B.2.4-5 (8)
ExDIS
-0.3
No
B.2.4-5 (8)
EyDIS
1
No
B.2.4-7 (2)
DEAD
0.9
B.2.4-7 (2)
ExDIS
1
No
B.2.4-7 (2)
EyDIS
-0.3
No
B.2.4-7 (2)
EMPUJE
1.6
No
Page 28 of 290
Linear Add
Linear Add
Linear Add
No
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Load Case/Combo
Scale Factor
Type
Auto
B.2.4-7 (3)
DEAD
0.9
Linear Add
No
B.2.4-7 (3)
ExDIS
-1
No
B.2.4-7 (3)
EyDIS
-0.3
No
B.2.4-7 (3)
EMPUJE
1.6
B.2.4-7 (4)
DEAD
0.9
B.2.4-7 (4)
ExDIS
-1
No
B.2.4-7 (4)
EyDIS
0.3
No
B.2.4-7 (4)
EMPUJE
1.6
No
B.2.4-7 (5)
DEAD
0.9
B.2.4-7 (5)
ExDIS
0.3
B.2.4-7 (5)
EyDIS
1
No
B.2.4-7 (5)
EMPUJE
1.6
No
B.2.4-7 (6)
DEAD
0.9
B.2.4-7 (6)
ExDIS
0.3
No
B.2.4-7 (6)
EyDIS
-1
No
B.2.4-7 (6)
EMPUJE
1.6
No
Name
No Linear Add
Linear Add
No
No No
Linear Add
Linear Add
No
B.2.4-7 (7)
DEAD
0.9
B.2.4-7 (7)
ExDIS
-0.3
No
B.2.4-7 (7)
EyDIS
-1
No
B.2.4-7 (7)
EMPUJE
1.6
No
B.2.4-7 (8)
DEAD
0.9
B.2.4-7 (8)
ExDIS
-0.3
B.2.4-7 (8)
EyDIS
1
No
B.2.4-7 (8)
EMPUJE
1.6
No
B.2.3-4 (1)
DEAD
1
B.2.3-4 (1)
LIVE
0.75
No
B.2.3-4 (1)
Lr
0.75
No
B.2.3-4 (1)
EMPUJE
1
No
B.2.3-5
DEAD
1
B.2.3-5
EMPUJE
1
B.2.3-6 (1)
DEAD
1
B.2.3-6 (1)
ExDIS
0.7
No
B.2.3-6 (1)
EyDIS
0.21
No
B.2.3-6 (1)
EMPUJE
1
B.2.3-6 (2)
DEAD
1
B.2.3-6 (2)
ExDIS
0.7
No
B.2.3-6 (2)
EyDIS
-0.21
No
B.2.3-6 (2)
EMPUJE
1
B.2.3-6 (3)
DEAD
1
B.2.3-6 (3)
ExDIS
-0.7
No
B.2.3-6 (3)
EyDIS
-0.21
No
B.2.3-6 (3)
EMPUJE
1
B.2.3-6 (4)
DEAD
1
B.2.3-6 (4)
ExDIS
-0.7
No
B.2.3-6 (4)
EyDIS
0.21
No
Page 29 of 290
Linear Add
No
No No
Linear Add
No
Linear Add
No
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-6 (4)
EMPUJE
1
B.2.3-6 (5)
DEAD
1
B.2.3-6 (5)
ExDIS
0.21
No
B.2.3-6 (5)
EyDIS
0.7
No
B.2.3-6 (5)
EMPUJE
1
B.2.3-6 (6)
DEAD
1
B.2.3-6 (6)
ExDIS
0.21
No
B.2.3-6 (6)
EyDIS
-0.7
No
B.2.3-6 (6)
EMPUJE
1
B.2.3-6 (7)
DEAD
1
B.2.3-6 (7)
ExDIS
-0.21
No
B.2.3-6 (7)
EyDIS
-0.7
No
B.2.3-6 (7)
EMPUJE
1
B.2.3-6 (8)
DEAD
1
B.2.3-6 (8)
ExDIS
-0.21
No
B.2.3-6 (8)
EyDIS
0.7
No
B.2.3-6 (8)
EMPUJE
1
B.2.3-7 (1)
DEAD
1
B.2.3-7 (1)
LIVE
0.75
No
B.2.3-7 (1)
Lr
0.75
No
B.2.3-7 (1)
EMPUJE
1
B.2.3-8 (1)
DEAD
1
B.2.3-8 (1)
LIVE
0.75
No
B.2.3-8 (1)
Lr
0.75
No
B.2.3-8 (1)
ExDIS
0.525
No
B.2.3-8 (1)
EyDIS
0.1575
No
B.2.3-8 (1)
EMPUJE
1
B.2.3-8 (2)
DEAD
1
B.2.3-8 (2)
LIVE
0.75
No
B.2.3-8 (2)
Lr
0.75
No
B.2.3-8 (2)
ExDIS
0.525
No
B.2.3-8 (2)
EyDIS
-0.1575
No
B.2.3-8 (2)
EMPUJE
1
No
B.2.3-8 (3)
DEAD
1
B.2.3-8 (3)
LIVE
0.75
Type
Auto
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
Linear Add
No
No No
B.2.3-8 (3)
Lr
0.75
No
B.2.3-8 (3)
ExDIS
-0.525
No
B.2.3-8 (3)
EyDIS
-0.1575
No
B.2.3-8 (3)
EMPUJE
1
B.2.3-8 (4)
DEAD
1
B.2.3-8 (4)
LIVE
0.75
No Linear Add
No No
B.2.3-8 (4)
Lr
0.75
No
B.2.3-8 (4)
ExDIS
-0.525
No
B.2.3-8 (4)
EyDIS
0.1575
No
B.2.3-8 (4)
EMPUJE
1
No
Page 30 of 290
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
Type
B.2.3-8 (5) B.2.3-8 (5)
DEAD
1
Linear Add
LIVE
0.75
No
B.2.3-8 (5)
Lr
0.75
No
B.2.3-8 (5)
ExDIS
0.1575
No
B.2.3-8 (5)
EyDIS
0.525
No
B.2.3-8 (5)
EMPUJE
1
B.2.3-8 (6)
DEAD
1
B.2.3-8 (6)
LIVE
0.75
No No
Auto No
No Linear Add
No
B.2.3-8 (6)
Lr
0.75
B.2.3-8 (6)
ExDIS
0.1575
No
B.2.3-8 (6)
EyDIS
-0.525
No
B.2.3-8 (6)
EMPUJE
1
No
B.2.3-8 (7)
DEAD
1
B.2.3-8 (7)
LIVE
0.75
No
Linear Add
No
B.2.3-8 (7)
Lr
0.75
No
B.2.3-8 (7)
ExDIS
-0.1575
No
B.2.3-8 (7)
EyDIS
-0.525
No
B.2.3-8 (7)
EMPUJE
1
B.2.3-8 (8)
DEAD
1
B.2.3-8 (8)
LIVE
0.75
No No
No Linear Add
No
B.2.3-8 (8)
Lr
0.75
B.2.3-8 (8)
ExDIS
-0.1575
No
B.2.3-8 (8)
EyDIS
0.525
No
B.2.3-8 (8)
EMPUJE
1
No
B.2.3-9
DEAD
0.6
B.2.3-9
EMPUJE
1
B.2.3-10 (1)
DEAD
0.6
B.2.3-10 (1)
ExDIS
0.7
No
B.2.3-10 (1)
EyDIS
0.21
No
B.2.3-10 (1)
EMPUJE
1
B.2.3-10 (2)
DEAD
0.6
B.2.3-10 (2)
ExDIS
0.7
No
B.2.3-10 (2)
EyDIS
-0.21
No
B.2.3-10 (2)
EMPUJE
1
B.2.3-10 (3)
DEAD
0.6
B.2.3-10 (3)
ExDIS
-0.7
No
B.2.3-10 (3)
EyDIS
-0.21
No
B.2.3-10 (3)
EMPUJE
1
B.2.3-10 (4)
DEAD
0.6
B.2.3-10 (4)
ExDIS
-0.7
No
B.2.3-10 (4)
EyDIS
0.21
No
B.2.3-10 (4)
EMPUJE
1
B.2.3-10 (5)
DEAD
0.6
B.2.3-10 (5)
ExDIS
0.21
No
B.2.3-10 (5)
EyDIS
0.7
No
Page 31 of 290
Linear Add
No
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-10 (5)
EMPUJE
1
B.2.3-10 (6)
DEAD
0.6
B.2.3-10 (6)
ExDIS
0.21
No
B.2.3-10 (6)
EyDIS
-0.7
No
B.2.3-10 (6)
EMPUJE
1
B.2.3-10 (7)
DEAD
0.6
B.2.3-10 (7)
ExDIS
-0.21
No
B.2.3-10 (7)
EyDIS
-0.7
No
B.2.3-10 (7)
EMPUJE
1
B.2.3-10 (8)
DEAD
0.6
B.2.3-10 (8)
ExDIS
-0.21
No
B.2.3-10 (8)
EyDIS
0.7
No
Type
Auto
Linear Add
No
No
No Linear Add
No
No Linear Add
No
B.2.3-10 (8)
EMPUJE
1
ENVOLVENTE DE SERVICIO
B.2.3-1
1
ENVOLVENTE DE SERVICIO
B.2.3-2
1
No
ENVOLVENTE DE SERVICIO
B.2.3-3 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-4 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-5
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (8)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-7 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (8)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-9
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (8)
1
ENVOLVENTE MAYORADA
B.2.4-1
1
Page 32 of 290
No Envelope
No
No Envelope
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
ENVOLVENTE MAYORADA
B.2.4-2 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-3 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-4 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (2)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (3)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (4)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (5)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (6)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (7)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (8)
1
No
ENVOLVENTE MAYORADA
B.2.4-6
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (2)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (3)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (4)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (5)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (6)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (7)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (8)
1
No
B.2.3-3 (2)
DEAD
1
B.2.3-3 (2)
EMPUJE
1
B.2.3-3 (2)
GRANIZO
1
B.2.3-4 (2)
DEAD
1
B.2.3-4 (2)
LIVE
0.75
No
B.2.3-4 (2)
GRANIZO
0.75
No
B.2.3-4 (2)
EMPUJE
1
B.2.3-7 (2)
DEAD
1
B.2.3-7 (2)
LIVE
0.75
No
B.2.3-7 (2)
GRANIZO
0.75
No
B.2.3-7 (2)
EMPUJE
1
B.2.3-8 (9)
DEAD
1
B.2.3-8 (9)
LIVE
0.75
B.2.3-8 (9)
GRANIZO
0.75
No
B.2.3-8 (9)
ExDIS
0.525
No
B.2.3-8 (9)
EyDIS
0.1575
No
B.2.3-8 (9)
EMPUJE
1
No
B.2.3-8 (10)
DEAD
1
B.2.3-8 (10)
LIVE
0.75
No
B.2.3-8 (10)
GRANIZO
0.75
No
B.2.3-8 (10)
ExDIS
0.525
No
B.2.3-8 (10)
EyDIS
-0.1575
No
B.2.3-8 (10)
EMPUJE
1
B.2.3-8 (11)
DEAD
1
B.2.3-8 (11)
LIVE
0.75
Page 33 of 290
Type
Linear Add
Auto
No No No
Linear Add
No
No Linear Add
No
No Linear Add
No No
Linear Add
No
No Linear Add
No No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-8 (11)
GRANIZO
0.75
B.2.3-8 (11)
ExDIS
-0.525
No
B.2.3-8 (11)
EyDIS
-0.1575
No
B.2.3-8 (11)
EMPUJE
1
B.2.3-8 (12)
DEAD
1
Type
Auto No
No Linear Add
No
B.2.3-8 (12)
LIVE
0.75
No
B.2.3-8 (12)
GRANIZO
0.75
No
B.2.3-8 (12)
ExDIS
-0.525
No
B.2.3-8 (12)
EyDIS
0.1575
No
B.2.3-8 (12)
EMPUJE
1
B.2.3-8 (13)
DEAD
1
B.2.3-8 (13)
LIVE
0.75
No
B.2.3-8 (13)
GRANIZO
0.75
No
B.2.3-8 (13)
ExDIS
0.1575
No
B.2.3-8 (13)
EyDIS
0.525
No
B.2.3-8 (13)
EMPUJE
1
No
B.2.3-8 (14)
DEAD
1
B.2.3-8 (14)
LIVE
0.75
No
B.2.3-8 (14)
GRANIZO
0.75
No
B.2.3-8 (14)
ExDIS
0.1575
No
B.2.3-8 (14)
EyDIS
-0.525
No
B.2.3-8 (14)
EMPUJE
1
B.2.3-8 (15)
DEAD
1
B.2.3-8 (15)
LIVE
0.75
No
B.2.3-8 (15)
GRANIZO
0.75
No
B.2.3-8 (15)
ExDIS
-0.1575
No
B.2.3-8 (15)
EyDIS
-0.525
No
B.2.3-8 (15)
EMPUJE
1
No
B.2.3-8 (16)
DEAD
1
B.2.3-8 (16)
LIVE
0.75
No
B.2.3-8 (16)
GRANIZO
0.75
No
B.2.3-8 (16)
ExDIS
-0.1575
No
B.2.3-8 (16)
EyDIS
0.525
No
B.2.3-8 (16)
EMPUJE
1
B.2.4-2 (2)
DEAD
1.2
No Linear Add
Linear Add
No
No
No Linear Add
Linear Add
No
No
No Linear Add
No
B.2.4-2 (2)
LIVE
1.6
No
B.2.4-2 (2)
GRANIZO
0.5
No
B.2.4-2 (2)
EMPUJE
1.6
B.2.4-3 (2)
DEAD
1.2
B.2.4-3 (2)
GRANIZO
1.6
No
B.2.4-3 (2)
LIVE
1
No
B.2.4-4 (2)
DEAD
1.2
B.2.4-4 (2)
LIVE
1
No
B.2.4-4 (2)
GRANIZO
0.5
No
B.2.4-5 (1) DER
DEAD
1.2
Page 34 of 290
No Linear Add
Linear Add
Linear Add
No
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.4-5 (1) DER
LIVE
1
B.2.4-5 (1) DER
SX
1
No
B.2.4-5 (1) DER
SY
0.3
No
B.2.4-5 (2) DER
DEAD
1.2
B.2.4-5 (2) DER
LIVE
1
B.2.4-5 (2) DER
SX
1
No
B.2.4-5 (2) DER
SY
-0.3
No
B.2.4-5 (3) DER
DEAD
1.2
B.2.4-5 (3) DER
LIVE
1
No
B.2.4-5 (3) DER
SX
-1
No
B.2.4-5 (3) DER
SY
-0.3
B.2.4-5 (4) DER
DEAD
1.2
B.2.4-5 (4) DER
LIVE
1
No
B.2.4-5 (4) DER
SX
-1
No
Type
Auto No
Linear Add
No No
Linear Add
No
No Linear Add
No
B.2.4-5 (4) DER
SY
0.3
B.2.4-5 (5) DER
DEAD
1.2
No
B.2.4-5 (5) DER
LIVE
1
No
B.2.4-5 (5) DER
SX
0.3
No
Linear Add
No
B.2.4-5 (5) DER
SY
1
B.2.4-5 (6) DER
DEAD
1.2
No
B.2.4-5 (6) DER
LIVE
1
No
B.2.4-5 (6) DER
SX
0.3
No
Linear Add
No
B.2.4-5 (6) DER
SY
-1
B.2.4-5 (7) DER
DEAD
1.2
No
B.2.4-5 (7) DER
LIVE
1
No
B.2.4-5 (7) DER
SX
-0.3
No
Linear Add
No
B.2.4-5 (7) DER
SY
-1
B.2.4-5 (8) DER
DEAD
1.2
No
B.2.4-5 (8) DER
LIVE
1
No
B.2.4-5 (8) DER
SX
-0.3
No
Linear Add
No
B.2.4-5 (8) DER
SY
1
B.2.4-7 (1) DER
DEAD
0.9
B.2.4-7 (1) DER
SX
1
No
B.2.4-7 (1) DER
SY
0.3
No
B.2.4-7 (1) DER
EMPUJE
1.6
B.2.4-7 (2) DER
DEAD
0.9
B.2.4-7 (2) DER
SX
1
No
B.2.4-7 (2) DER
SY
-0.3
No
B.2.4-7 (2) DER
EMPUJE
1.6
B.2.4-7 (3) DER
DEAD
0.9
B.2.4-7 (3) DER
SX
-1
No
B.2.4-7 (3) DER
SY
-0.3
No
B.2.4-7 (3) DER
EMPUJE
1.6
B.2.4-7 (4) DER
DEAD
0.9
B.2.4-7 (4) DER
SX
-1
Page 35 of 290
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Load Case/Combo
Scale Factor
B.2.4-7 (4) DER
SY
0.3
B.2.4-7 (4) DER
EMPUJE
1.6
B.2.4-7 (5) DER
DEAD
0.9
B.2.4-7 (5) DER
SX
0.3
B.2.4-7 (5) DER
SY
1
No
B.2.4-7 (5) DER
EMPUJE
1.6
No
B.2.4-7 (6) DER
DEAD
0.9
B.2.4-7 (6) DER
SX
0.3
Name
Type
Auto No No
Linear Add
No No
Linear Add
No No
B.2.4-7 (6) DER
SY
-1
No
B.2.4-7 (6) DER
EMPUJE
1.6
No
B.2.4-7 (7) DER
DEAD
0.9
B.2.4-7 (7) DER
SX
-0.3
Linear Add
No No
B.2.4-7 (7) DER
SY
-1
No
B.2.4-7 (7) DER
EMPUJE
1.6
No
B.2.4-7 (8) DER
DEAD
0.9
B.2.4-7 (8) DER
SX
-0.3
Linear Add
No No
B.2.4-7 (8) DER
SY
1
No
B.2.4-7 (8) DER
EMPUJE
1.6
No
Page 36 of 290
Analysis Results
4/02/2019
5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions (Part 1 of 2) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
DEAD
0
0
70880.0809
23060316
-16693012
0
LIVE
0
0
22115.46
6068960.4
-5128016
0
SX Max
64211.7327
9316.4512
0
4048407.5949
27843274
19884187
SY Max
8584.4443
64212.7646
0
27934138
3765969.1454
19910260
Lr
0
0
0
0
0
0
EMPUJE
0
0
0
0
0
0
GRANIZO
0
0
187
74800
-70405.5
0
Sx Estatico
-61302.2053
0
0
0
-27196259
19974647
Sy Estatico
0
-61302.2053
0
27196259
0
-14789912
B.2.4-1
0
0
99232.1133
32284442
-23370216
0
B.2.4-2 (1)
0
0
120440.8331
37382716
-28236439
0
B.2.4-3 (1)
0
0
107171.5571
33741340
-25159630
0
B.2.4-5 (1) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (1) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-6
0
0
63792.0728
20754284
-15023711
0
B.2.4-7 (1) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (1) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.3-1
0
0
70880.0809
23060316
-16693012
0
B.2.3-2
0
0
92995.5409
29129276
-21821027
0
B.2.3-3 (1)
0
0
70880.0809
23060316
-16693012
0
ExDIS Max
11468.2155
1663.9182
0
723045.5965
ExDIS Min
-11468.2155 -1663.9182
0
-723045.5965
4972808.7313 3551315.8325 -4972809
-3551316
EyDIS Max
1533.1817
11468.3998
0
4989037.1311
672602.0894
3555972.4606
EyDIS Min
-1533.1817 -11468.3998
0
-4989037
-672602.0894
-3555972
B.2.4-4 (1)
0
0
107171.5571
33741340
-25159630
0
B.2.4-5 (2) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (2) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (3) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (3) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (4) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (4) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (5) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (5) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (6) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (6) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (7) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (7) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (8) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (8) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-7 (2) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (2) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
Page 37 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm 4618107.5706
B.2.4-7 (3) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
B.2.4-7 (3) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.4-7 (4) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (4) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.4-7 (5) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (5) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367
B.2.4-7 (6) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (6) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367 4621367.2103
B.2.4-7 (7) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
B.2.4-7 (7) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367
B.2.4-7 (8) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (8) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367 0
B.2.3-4 (1)
0
0
87466.6759
27612036
-20539024
B.2.3-5
0
0
70880.0809
23060316
-16693012
0
B.2.3-6 (1) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
3232675.2994
B.2.3-6 (1) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675 3232675.2994
B.2.3-6 (2) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
B.2.3-6 (2) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675
B.2.3-6 (3) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
3232675.2994
B.2.3-6 (3) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675 3232675.2994
B.2.3-6 (4) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
B.2.3-6 (4) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675
B.2.3-6 (5) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (5) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957 3234957.0472
B.2.3-6 (6) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
B.2.3-6 (6) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-6 (7) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (7) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-6 (8) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (8) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-7 (1)
0
0
87466.6759
27612036
-20539024
0
B.2.3-8 (1) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
2424506.4746
B.2.3-8 (1) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506 2424506.4746
B.2.3-8 (2) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
B.2.3-8 (2) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506
B.2.3-8 (3) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
2424506.4746
B.2.3-8 (3) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506 2424506.4746
B.2.3-8 (4) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
B.2.3-8 (4) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506
B.2.3-8 (5) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (5) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218 2426217.7854
B.2.3-8 (6) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
B.2.3-8 (6) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
B.2.3-8 (7) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (7) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
Page 38 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
B.2.3-8 (8) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (8) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
B.2.3-9
0
0
42528.0486
13836190
-10015807
0 3232675.2994
B.2.3-10 (1) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
B.2.3-10 (1) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (2) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (2) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (3) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (3) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (4) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (4) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (5) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (5) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (6) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (6) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (7) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (7) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (8) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (8) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
ENVOLVENTE DE SERVICIO Max
8349.719
8377.3026
92995.5409
30345161
-6393594
3234957.0472
ENVOLVENTE DE SERVICIO Min
-8349.719
-8377.3026
42528.0486
10192024
-23255683
-3234957
ENVOLVENTE MAYORADA Max
11928.17
11967.5752 120440.8331
38947290
-9849121
4621367.2103
ENVOLVENTE MAYORADA Min
-11928.17
-11967.5752
63792.0728
15548334
-30334219
-4621367
B.2.3-3 (2)
0
0
71067.0809
23135116
-16763417
0
B.2.3-4 (2)
0
0
87606.9259
27668136
-20591828
0
B.2.3-7 (2)
0
0
87606.9259
27668136
-20591828
0
B.2.3-8 (9) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (9) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506 2424506.4746
B.2.3-8 (10) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
B.2.3-8 (10) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (11) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (11) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (12) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (12) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (13) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (13) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (14) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (14) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (15) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (15) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (16) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (16) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.4-2 (2)
0
0
120534.3331
37420116
-28271642
0
B.2.4-3 (2)
0
0
107470.7571
33861020
-25272279
0
B.2.4-4 (2)
0
0
107265.0571
33778740
-25194833
0
Page 39 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
B.2.4-5 (1) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (1) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (2) DER Max
66787.066
46169989
3813434.9259
25857265 -25857265
28580.2805 107171.5571
B.2.4-5 (2) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
B.2.4-5 (3) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (3) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (4) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (4) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (5) DER Max
27847.9641 67007.6999 107171.5571
62890000
B.2.4-5 (5) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
B.2.4-5 (6) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (6) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
B.2.4-5 (7) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (7) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
B.2.4-5 (8) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (8) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
B.2.4-7 (1) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (1) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (2) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (2) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (3) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (3) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (4) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (4) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (5) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (5) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (6) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (6) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (7) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (7) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (8) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (8) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
Table 5.1 - Base Reactions (Part 2 of 2) Load Case/Combo
X m
Y m
Z m
DEAD
0
0
0
LIVE
0
0
0
SX Max
0
0
0
SY Max
0
0
0
Lr
0
0
0
EMPUJE
0
0
0
GRANIZO
0
0
0
Sx Estatico
0
0
0
Sy Estatico
0
0
0
Page 40 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.4-1
0
0
0
B.2.4-2 (1)
0
0
0
B.2.4-3 (1)
0
0
0
B.2.4-5 (1) Max
0
0
0
B.2.4-5 (1) Min
0
0
0
B.2.4-6
0
0
0
B.2.4-7 (1) Max
0
0
0
B.2.4-7 (1) Min
0
0
0
B.2.3-1
0
0
0
B.2.3-2
0
0
0
B.2.3-3 (1)
0
0
0
ExDIS Max
0
0
0
ExDIS Min
0
0
0
EyDIS Max
0
0
0
EyDIS Min
0
0
0
B.2.4-4 (1)
0
0
0
B.2.4-5 (2) Max
0
0
0
B.2.4-5 (2) Min
0
0
0
B.2.4-5 (3) Max
0
0
0
B.2.4-5 (3) Min
0
0
0
B.2.4-5 (4) Max
0
0
0
B.2.4-5 (4) Min
0
0
0
B.2.4-5 (5) Max
0
0
0
B.2.4-5 (5) Min
0
0
0
B.2.4-5 (6) Max
0
0
0
B.2.4-5 (6) Min
0
0
0
B.2.4-5 (7) Max
0
0
0
B.2.4-5 (7) Min
0
0
0
B.2.4-5 (8) Max
0
0
0
B.2.4-5 (8) Min
0
0
0
B.2.4-7 (2) Max
0
0
0
B.2.4-7 (2) Min
0
0
0
B.2.4-7 (3) Max
0
0
0
B.2.4-7 (3) Min
0
0
0
B.2.4-7 (4) Max
0
0
0
B.2.4-7 (4) Min
0
0
0
B.2.4-7 (5) Max
0
0
0
B.2.4-7 (5) Min
0
0
0
B.2.4-7 (6) Max
0
0
0
B.2.4-7 (6) Min
0
0
0
B.2.4-7 (7) Max
0
0
0
B.2.4-7 (7) Min
0
0
0
B.2.4-7 (8) Max
0
0
0
B.2.4-7 (8) Min
0
0
0
B.2.3-4 (1)
0
0
0
Page 41 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.3-5
0
0
0
B.2.3-6 (1) Max
0
0
0
B.2.3-6 (1) Min
0
0
0
B.2.3-6 (2) Max
0
0
0
B.2.3-6 (2) Min
0
0
0
B.2.3-6 (3) Max
0
0
0
B.2.3-6 (3) Min
0
0
0
B.2.3-6 (4) Max
0
0
0
B.2.3-6 (4) Min
0
0
0
B.2.3-6 (5) Max
0
0
0
B.2.3-6 (5) Min
0
0
0
B.2.3-6 (6) Max
0
0
0
B.2.3-6 (6) Min
0
0
0
B.2.3-6 (7) Max
0
0
0
B.2.3-6 (7) Min
0
0
0
B.2.3-6 (8) Max
0
0
0
B.2.3-6 (8) Min
0
0
0
B.2.3-7 (1)
0
0
0
B.2.3-8 (1) Max
0
0
0
B.2.3-8 (1) Min
0
0
0
B.2.3-8 (2) Max
0
0
0
B.2.3-8 (2) Min
0
0
0
B.2.3-8 (3) Max
0
0
0
B.2.3-8 (3) Min
0
0
0
B.2.3-8 (4) Max
0
0
0
B.2.3-8 (4) Min
0
0
0
B.2.3-8 (5) Max
0
0
0
B.2.3-8 (5) Min
0
0
0
B.2.3-8 (6) Max
0
0
0
B.2.3-8 (6) Min
0
0
0
B.2.3-8 (7) Max
0
0
0
B.2.3-8 (7) Min
0
0
0
B.2.3-8 (8) Max
0
0
0
B.2.3-8 (8) Min
0
0
0
B.2.3-9
0
0
0
B.2.3-10 (1) Max
0
0
0
B.2.3-10 (1) Min
0
0
0
B.2.3-10 (2) Max
0
0
0
B.2.3-10 (2) Min
0
0
0
B.2.3-10 (3) Max
0
0
0
B.2.3-10 (3) Min
0
0
0
B.2.3-10 (4) Max
0
0
0
B.2.3-10 (4) Min
0
0
0
B.2.3-10 (5) Max
0
0
0
B.2.3-10 (5) Min
0
0
0
Page 42 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.3-10 (6) Max
0
0
0
B.2.3-10 (6) Min
0
0
0
B.2.3-10 (7) Max
0
0
0
B.2.3-10 (7) Min
0
0
0
B.2.3-10 (8) Max
0
0
0
B.2.3-10 (8) Min
0
0
0
ENVOLVENTE DE SERVICIO Max
0
0
0
ENVOLVENTE DE SERVICIO Min
0
0
0
ENVOLVENTE MAYORADA Max
0
0
0
ENVOLVENTE MAYORADA Min
0
0
0
B.2.3-3 (2)
0
0
0
B.2.3-4 (2)
0
0
0
B.2.3-7 (2)
0
0
0
B.2.3-8 (9) Max
0
0
0
B.2.3-8 (9) Min
0
0
0
B.2.3-8 (10) Max
0
0
0
B.2.3-8 (10) Min
0
0
0
B.2.3-8 (11) Max
0
0
0
B.2.3-8 (11) Min
0
0
0
B.2.3-8 (12) Max
0
0
0
B.2.3-8 (12) Min
0
0
0
B.2.3-8 (13) Max
0
0
0
B.2.3-8 (13) Min
0
0
0
B.2.3-8 (14) Max
0
0
0
B.2.3-8 (14) Min
0
0
0
B.2.3-8 (15) Max
0
0
0
B.2.3-8 (15) Min
0
0
0
B.2.3-8 (16) Max
0
0
0
B.2.3-8 (16) Min
0
0
0
B.2.4-2 (2)
0
0
0
B.2.4-3 (2)
0
0
0
B.2.4-4 (2)
0
0
0
B.2.4-5 (1) DER Max
0
0
0
B.2.4-5 (1) DER Min
0
0
0
B.2.4-5 (2) DER Max
0
0
0
B.2.4-5 (2) DER Min
0
0
0
B.2.4-5 (3) DER Max
0
0
0
B.2.4-5 (3) DER Min
0
0
0
B.2.4-5 (4) DER Max
0
0
0
B.2.4-5 (4) DER Min
0
0
0
B.2.4-5 (5) DER Max
0
0
0
B.2.4-5 (5) DER Min
0
0
0
B.2.4-5 (6) DER Max
0
0
0
B.2.4-5 (6) DER Min
0
0
0
B.2.4-5 (7) DER Max
0
0
0
Page 43 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.4-5 (7) DER Min
0
0
0
B.2.4-5 (8) DER Max
0
0
0
B.2.4-5 (8) DER Min
0
0
0
B.2.4-7 (1) DER Max
0
0
0
B.2.4-7 (1) DER Min
0
0
0
B.2.4-7 (2) DER Max
0
0
0
B.2.4-7 (2) DER Min
0
0
0
B.2.4-7 (3) DER Max
0
0
0
B.2.4-7 (3) DER Min
0
0
0
B.2.4-7 (4) DER Max
0
0
0
B.2.4-7 (4) DER Min
0
0
0
B.2.4-7 (5) DER Max
0
0
0
B.2.4-7 (5) DER Min
0
0
0
B.2.4-7 (6) DER Max
0
0
0
B.2.4-7 (6) DER Min
0
0
0
B.2.4-7 (7) DER Max
0
0
0
B.2.4-7 (7) DER Min
0
0
0
B.2.4-7 (8) DER Max
0
0
0
B.2.4-7 (8) DER Min
0
0
0
Table 5.2 - Centers of Mass and Rigidity Cumulative Cumulative X Y kg kg
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Story1
D1
33301.44 33301.44
2.2895
3.2063
33301.44
Story2
D2
31141.44 31141.44
2.3308
3.172
31141.44
Story3
D3
3.3715
4
0
0
0
XCCM m
YCCM m
XCR m
YCR m
33301.44
2.2895
3.2063
31141.44
2.3308
3.172
0
0
0
X m
Y m
Z m
Table 5.3 - Diaphragm Center of Mass Displacements UX mm
UY mm
DEAD
-0.08
-0.093
-6E-06
13
3.3715
4
7.5
LIVE
-0.065
-0.056
-3E-06
13
3.3715
4
7.5
D3
SX Max
15.463
3.621
0.002501
13
3.3715
4
7.5
Story3
D3
SY Max
2.27
15.53
0.00098
13
3.3715
4
7.5
Story3
D3
Lr
0
0
0
13
3.3715
4
7.5
Story3
D3
EMPUJE
0
0
0
13
3.3715
4
7.5
Story3
D3
GRANIZO
0.003
13
3.3715
4
7.5
Story3
D3
Sx Estatico
15.49
0.584
0.000513
13
3.3715
4
7.5
Story3
D3
Sy Estatico
-0.055
14.844
0.000217
13
3.3715
4
7.5
Story3
D3
B.2.4-1
-0.112
-0.13
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.4-2 (1)
-0.2
-0.201
-1.3E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-3 (1)
-0.161
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) Max
2.723
1.311
0.000488
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) Min
-3.044
-1.646
-0.00051
13
3.3715
4
7.5
Story
Diaphragm
Load Case/Combo
Story3
D3
Story3
D3
Story3
RZ rad
-0.0002503 -3.892E-08
Page 44 of 290
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
X m
Y m
Z m
D3
B.2.4-6
-0.072
-0.084
-5E-06
D3
B.2.4-7 (1) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
13
3.3715
4
Story3
D3
B.2.4-7 (1) Min
-2.955
-1.563
-0.000505
7.5
13
3.3715
4
7.5
Story3
D3
B.2.3-1
-0.08
-0.093
Story3
D3
B.2.3-2
-0.145
-0.149
-6E-06
13
3.3715
4
7.5
-9E-06
13
3.3715
4
Story3
D3
B.2.3-3 (1)
-0.08
-0.093
7.5
-6E-06
13
3.3715
4
Story3
D3
ExDIS Max
2.762
7.5
0.647
0.000447
13
3.3715
4
Story3
D3
ExDIS Min
-2.762
7.5
-0.647
-0.000447
13
3.3715
4
7.5
Story3
D3
EyDIS Max
0.405
2.774
0.000175
Story3
D3
EyDIS Min
-0.405
-2.774
-0.000175
13
3.3715
4
7.5
13
3.3715
4
Story3
D3
B.2.4-4 (1)
-0.161
-0.168
-1.1E-05
7.5
13
3.3715
4
Story3
D3
B.2.4-5 (2) Max
2.723
1.311
7.5
0.000488
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) Min
-3.044
Story3
D3
B.2.4-5 (3) Max
2.723
-1.646
-0.00051
13
3.3715
4
7.5
1.311
0.000488
13
3.3715
4
Story3
D3
B.2.4-5 (3) Min
7.5
-3.044
-1.646
-0.00051
13
3.3715
4
Story3
D3
7.5
B.2.4-5 (4) Max
2.723
1.311
0.000488
13
3.3715
4
7.5
Story3 Story3
D3
B.2.4-5 (4) Min
-3.044
-1.646
-0.00051
13
3.3715
4
7.5
D3
B.2.4-5 (5) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.3-4 (1)
-0.129
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-5
-0.08
-0.093
-6E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (1) Max
1.939
0.942
0.000343
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (1) Min
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (2) Max
1.939
0.942
0.000343
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (2) Min
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
Story
Diaphragm
Story3 Story3
Page 45 of 290
RZ rad
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
RZ rad
Point
X m
Y m
Z m
0.942
0.000343
13
3.3715
4
7.5
-1.128
-0.000356
13
3.3715
4
7.5
0.942
0.000343
13
3.3715
4
7.5
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
0.784
1.984
0.00021
13
3.3715
4
7.5
B.2.3-6 (5) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
D3
B.2.3-6 (6) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (6) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (7) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (7) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (8) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (8) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-7 (1)
-0.129
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (1) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (1) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (2) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (2) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (3) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (3) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (4) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (4) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (5) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (5) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (6) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (6) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (7) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (7) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (8) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (8) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-9
-0.048
-0.056
-4E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (1) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (1) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (2) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (2) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (3) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (3) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (4) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (4) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (5) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (5) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (6) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (6) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (7) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (7) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (8) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story
Diaphragm
Load Case/Combo
Story3
D3
B.2.3-6 (3) Max
1.939
Story3
D3
B.2.3-6 (3) Min
-2.098
Story3
D3
B.2.3-6 (4) Max
1.939
Story3
D3
B.2.3-6 (4) Min
Story3
D3
B.2.3-6 (5) Max
Story3
D3
Story3
UY mm
Page 46 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Story
Diaphragm
Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
Story3
D3
B.2.3-10 (8) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE DE SERVICIO Max
1.971
2.021
0.000346
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE DE SERVICIO Min
-2.098
-2.171
-0.000356
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE MAYORADA Max
2.812
2.884
0.000494
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE MAYORADA Min
-3.044
-3.135
-0.00051
13
3.3715
4
7.5
Story3
D3
B.2.3-3 (2)
-0.077
-0.093
-6E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-4 (2)
-0.126
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-7 (2)
-0.126
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (9) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (9) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (10) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (10) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (11) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (11) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (12) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (12) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (13) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (13) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (14) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (14) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (15) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (15) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (16) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (16) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.4-2 (2)
-0.198
-0.201
-1.3E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-3 (2)
-0.156
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-4 (2)
-0.159
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (3) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (3) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (4) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (4) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (1) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Page 47 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
D3
B.2.4-7 (1) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
D3
B.2.4-7 (2) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story2
D2
DEAD
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
LIVE
0.001
-0.047
-2.288E-07
17
2.3308
3.172
5
Story2
D2
SX Max
13.761
1.826
0.00215
17
2.3308
3.172
5
Story2
D2
SY Max
1.8
12.39
0.000799
17
2.3308
3.172
5
Story2
D2
Lr
0
0
0
17
2.3308
3.172
5
Story2
D2
EMPUJE
0
0
0
Story2
D2
GRANIZO
Story2
D2
Sx Estatico
12.649
0.033
Story2
D2
Sy Estatico
0.109
11.955
Story2
D2
B.2.4-1
0.012
-0.105
-2E-06
17
Story2
D2
B.2.4-2 (1)
0.013
-0.165
-2E-06
17
Story2
D2
B.2.4-3 (1)
0.012
-0.137
-2E-06
17
Story2
D2
B.2.4-5 (1) Max
2.566
0.853
0.000425
Story2
D2
B.2.4-5 (1) Min
-2.542
-1.127
Story2
D2
B.2.4-6
0.008
-0.067
Story2
D2
B.2.4-7 (1) Max
2.562
Story2
D2
B.2.4-7 (1) Min
Story2
D2
B.2.3-1
Story2
D2
B.2.3-2
0.01
Story2
D2
B.2.3-3 (1)
0.009
Story2
D2
ExDIS Max
2.458
Story2
D2
ExDIS Min
-2.458
Story2
D2
EyDIS Max
0.322
2.213
0.000143
17
Story2
D2
EyDIS Min
-0.322
-2.213
-0.000143
17
Story2
D2
B.2.4-4 (1)
0.012
-0.137
-2E-06
17
Story2
D2
B.2.4-5 (2) Max
2.566
0.853
0.000425
17
Story2
D2
B.2.4-5 (2) Min
-2.542
-1.127
-0.000429
Story2
D2
B.2.4-5 (3) Max
2.566
0.853
0.000425
Story2
D2
B.2.4-5 (3) Min
-2.542
-1.127
-0.000429
Story2
D2
B.2.4-5 (4) Max
2.566
0.853
0.000425
Story
Diaphragm
Story3 Story3
17
2.3308
3.172
5
17
2.3308
3.172
5
0.000485
17
2.3308
3.172
5
0.000193
17
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
17
2.3308
3.172
5
-0.000429
17
2.3308
3.172
5
-1E-06
17
2.3308
3.172
5
0.922
0.000426
17
2.3308
3.172
5
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
0.009
-0.075
-1E-06
17
2.3308
3.172
5
-0.122
-2E-06
17
2.3308
3.172
5
-0.075
-1E-06
17
2.3308
3.172
5
0.326
0.000384
17
2.3308
3.172
5
-0.326
-0.000384
17
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
0.0004751 -0.0001213 -2.558E-08
Page 48 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
X m
Y m
Z m
D2
B.2.4-5 (4) Min
-2.542
-1.127
-0.000429
D2
B.2.4-5 (5) Max
1.071
2.174
0.000256
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.4-5 (5) Min
-1.047
-2.448
-0.00026
5
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) Max
1.071
2.174
Story2
D2
B.2.4-5 (6) Min
-1.047
-2.448
0.000256
17
2.3308
3.172
5
-0.00026
17
2.3308
3.172
Story2
D2
B.2.4-5 (7) Max
1.071
5
2.174
0.000256
17
2.3308
3.172
Story2
D2
B.2.4-5 (7) Min
5
-1.047
-2.448
-0.00026
17
2.3308
3.172
Story2
D2
5
B.2.4-5 (8) Max
1.071
2.174
0.000256
17
2.3308
3.172
5
Story2 Story2
D2
B.2.4-5 (8) Min
-1.047
-2.448
-0.00026
17
2.3308
3.172
5
D2
B.2.4-7 (2) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.3-4 (1)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-5
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (1) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (1) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (2) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (2) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (3) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (3) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (4) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (4) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (5) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (5) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (6) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (6) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (7) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (7) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (8) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (8) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-7 (1)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (1) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (1) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (2) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
Story
Diaphragm
Story2 Story2
Page 49 of 290
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
D2
B.2.3-8 (2) Min
-1.331
-0.63
-0.000226
17
D2
B.2.3-8 (3) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
2.3308
3.172
Story2
D2
B.2.3-8 (3) Min
-1.331
-0.63
-0.000226
17
5
2.3308
3.172
5
Story2
D2
B.2.3-8 (4) Max
1.351
0.41
0.000223
Story2
D2
B.2.3-8 (4) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (5) Max
0.566
1.103
0.000134
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (5) Min
-0.546
-1.323
5
-0.000137
17
2.3308
3.172
Story2
D2
B.2.3-8 (6) Max
0.566
5
1.103
0.000134
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (6) Min
Story2
D2
B.2.3-8 (7) Max
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
0.566
1.103
0.000134
17
2.3308
3.172
Story2
D2
5
B.2.3-8 (7) Min
-0.546
-1.323
-0.000137
17
2.3308
3.172
Story2
5
D2
B.2.3-8 (8) Max
0.566
1.103
0.000134
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (8) Min
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
Story2
D2
B.2.3-9
0.005
-0.045
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (1) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (1) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (2) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (2) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (3) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (3) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (4) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (4) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (5) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (5) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (6) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (6) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (7) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (7) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (8) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (8) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE DE SERVICIO Max
1.797
1.572
0.000298
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE DE SERVICIO Min
-1.783
-1.692
-0.0003
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE MAYORADA Max
2.566
2.243
0.000426
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE MAYORADA Min
-2.546
-2.448
-0.000429
17
2.3308
3.172
5
Story2
D2
B.2.3-3 (2)
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-4 (2)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-7 (2)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (9) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (9) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (10) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (10) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (11) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (11) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (12) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story
Diaphragm
Story2 Story2
Page 50 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Y m
Z m
D2
B.2.3-8 (12) Min
D2
B.2.3-8 (13) Max
-1.331
-0.63
-0.000226
17
0.566
1.103
0.000134
17
2.3308
3.172
5
2.3308
3.172
Story2
D2
B.2.3-8 (13) Min
-0.546
-1.323
-0.000137
17
5
2.3308
3.172
5
Story2
D2
B.2.3-8 (14) Max
0.566
Story2
D2
B.2.3-8 (14) Min
-0.546
1.103
0.000134
-1.323
-0.000137
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (15) Max
0.566
1.103
5
0.000134
17
2.3308
3.172
Story2
D2
B.2.3-8 (15) Min
-0.546
5
-1.323
-0.000137
17
2.3308
3.172
Story2
D2
B.2.3-8 (16) Max
0.566
5
1.103
0.000134
17
2.3308
3.172
5
Story2 Story2
D2
B.2.3-8 (16) Min
D2
B.2.4-2 (2)
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
0.013
-0.165
-2E-06
17
2.3308
3.172
Story2
D2
5
B.2.4-3 (2)
0.013
-0.137
-2E-06
17
2.3308
3.172
Story2
5
D2
B.2.4-4 (2)
0.012
-0.137
-2E-06
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (1) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (1) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (2) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (2) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (3) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (3) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (4) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (4) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (5) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (5) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (7) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (7) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (8) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (8) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (1) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (1) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story1
D1
DEAD
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story
Diaphragm
Story2 Story2
Page 51 of 290
Point
X m
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
LIVE
0.003
-0.012
-3.573E-07
29
SX Max
6.954
0.92
0.001135
29
SY Max
0.91
6.304
0.00041
29
D1
Lr
0
0
0
D1
EMPUJE
0
0
0
Story1
D1
GRANIZO
Story1
D1
Sx Estatico
6.334
0.007
Story1
D1
Sy Estatico
0.046
6.043
Story1
D1
B.2.4-1
0.006
-0.022
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-2 (1)
0.01
-0.038
-2E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-3 (1)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-6
0.004
-0.014
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (1) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (1) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-1
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-2
0.007
-0.027
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-3 (1)
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
ExDIS Max
1.242
0.164
0.000203
29
2.2895
3.2063
2.5
Story1
D1
ExDIS Min
-1.242
-0.164
-0.000203
29
2.2895
3.2063
2.5
Story1
D1
EyDIS Max
0.162
1.126
7.3E-05
29
2.2895
3.2063
2.5
Story1
D1
EyDIS Min
-0.162
-1.126
-7.3E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-4 (1)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (3) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (3) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (4) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (4) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (5) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (5) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (6) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (6) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (7) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (7) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (8) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (8) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (2) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (2) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (3) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (3) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (4) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (4) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (5) Max
0.539
1.161
0.000133
29
2.2895
3.2063
2.5
Story
Diaphragm
Story1
D1
Story1
D1
Story1
D1
Story1 Story1
Load Case/Combo
Y m
Z m
2.2895
3.2063
2.5
2.2895
3.2063
2.5
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
0.000263
29
2.2895
3.2063
2.5
8.6E-05
29
2.2895
3.2063
2.5
8.579E-05 -2.917E-05 -5.362E-09
Page 52 of 290
Point
X m
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
D1
B.2.4-7 (5) Min
D1
B.2.4-7 (6) Max
-0.531
-1.19
-0.000135
0.539
1.161
0.000133
Story1
D1
B.2.4-7 (6) Min
-0.531
-1.19
-0.000135
Story1
D1
Story1
D1
B.2.4-7 (7) Max
0.539
1.161
B.2.4-7 (7) Min
-0.531
-1.19
Story1
D1
Story1
D1
B.2.4-7 (8) Max
0.539
1.161
B.2.4-7 (8) Min
-0.531
-1.19
Story1
D1
B.2.3-4 (1)
0.007
-0.025
-1E-06
Story1
D1
Story1
D1
B.2.3-5
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
B.2.3-6 (1) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (1) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (2) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (2) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (3) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (3) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (4) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (4) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (5) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (5) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (6) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (6) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (7) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (7) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (8) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-6 (8) Min
Story1
D1
B.2.3-7 (1)
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
0.007
-0.025
-1E-06
29
2.2895
3.2063
Story1
D1
B.2.3-8 (1) Max
2.5
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (1) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (2) Max
0.684
Story1
D1
B.2.3-8 (2) Min
-0.671
0.239
0.000117
29
2.2895
3.2063
2.5
-0.288
-0.000119
29
2.2895
3.2063
Story1
D1
B.2.3-8 (3) Max
0.684
2.5
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (3) Min
Story1
D1
B.2.3-8 (4) Max
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (4) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
B.2.3-8 (5) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (5) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
B.2.3-8 (6) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (6) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
B.2.3-8 (7) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
Story1
D1
2.5
B.2.3-8 (7) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (8) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (8) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-9
0.003
-0.01
-4.866E-07
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-10 (1) Max
0.906
0.342
0.000157
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-10 (1) Min
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
Story
Diaphragm
Story1 Story1
Page 53 of 290
X m
Y m
Z m
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
0.000133
29
2.2895
3.2063
2.5
-0.000135
29
2.2895
3.2063
2.5
0.000133
29
2.2895
3.2063
2.5
-0.000135
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
0.342
0.000157
29
2.2895
3.2063
2.5
-0.361
-0.000158
29
2.2895
3.2063
2.5
0.342
0.000157
29
2.2895
3.2063
2.5
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
0.906
0.342
0.000157
29
2.2895
3.2063
2.5
B.2.3-10 (4) Min
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
B.2.3-10 (5) Max
0.377
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.372
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
0.000157
29
2.2895
3.2063
2.5
-0.839
-0.000158
29
2.2895
3.2063
2.5
0.000224
29
2.2895
3.2063
2.5
-0.000226
29
2.2895
3.2063
2.5
-1E-06
29
2.2895
3.2063
2.5
-1E-06
29
2.2895
3.2063
2.5
Story
Diaphragm
Load Case/Combo
Story1
D1
B.2.3-10 (2) Max
0.906
Story1
D1
B.2.3-10 (2) Min
-0.901
Story1
D1
B.2.3-10 (3) Max
0.906
Story1
D1
B.2.3-10 (3) Min
Story1
D1
B.2.3-10 (4) Max
Story1
D1
Story1
D1
Story1
D1
B.2.3-10 (5) Min
Story1
D1
B.2.3-10 (6) Max
0.377
Story1
D1
B.2.3-10 (6) Min
-0.372
Story1
D1
B.2.3-10 (7) Max
0.377
Story1
D1
B.2.3-10 (7) Min
-0.372
Story1
D1
B.2.3-10 (8) Max
0.377
Story1
D1
B.2.3-10 (8) Min
-0.372
Story1
D1
ENVOLVENTE DE SERVICIO Max
0.908
Story1
D1
ENVOLVENTE DE SERVICIO Min
-0.901
Story1
D1
ENVOLVENTE MAYORADA Max
1.299
1.161
Story1
D1
ENVOLVENTE MAYORADA Min
-1.287
-1.206
Story1
D1
B.2.3-3 (2)
0.005
-0.016
Story1
D1
B.2.3-4 (2)
0.007
-0.025
Story1
D1
B.2.3-7 (2)
0.007
-0.025
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (9) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (9) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (10) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (10) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (11) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (11) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (12) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (12) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (13) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (13) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (14) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (14) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (15) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (15) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (16) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (16) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-2 (2)
0.01
-0.038
-2E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-3 (2)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-4 (2)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) DER Max
7.236
2.781
0.001257
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) DER Min
-7.219
-2.842
-0.001259
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) DER Max
7.236
2.781
0.001257
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) DER Min
-7.219
-2.842
-0.001259
29
2.2895
3.2063
2.5
Page 54 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
2.781
0.001257
29
-2.842
-0.001259
29
2.2895
3.2063
2.5
2.2895
3.2063
2.781
0.001257
29
2.5
2.2895
3.2063
2.5
-7.219
-2.842
-0.001259
3.004
6.55
0.000749
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
B.2.4-5 (5) DER Min
-2.988
-6.611
-0.000752
B.2.4-5 (6) DER Max
3.004
6.55
0.000749
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
-2.988
-6.611
-0.000752
29
2.2895
3.2063
2.5
6.55 -6.611
0.000749
29
2.2895
3.2063
2.5
-0.000752
29
2.2895
3.2063
6.55
2.5
0.000749
29
2.2895
3.2063
2.5
-6.611
-0.000752
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
Story
Diaphragm
Load Case/Combo
Story1
D1
B.2.4-5 (3) DER Max
7.236
Story1
D1
B.2.4-5 (3) DER Min
-7.219
Story1
D1
B.2.4-5 (4) DER Max
7.236
Story1
D1
B.2.4-5 (4) DER Min
Story1
D1
B.2.4-5 (5) DER Max
Story1
D1
Story1
D1
Story1
D1
B.2.4-5 (6) DER Min
Story1
D1
B.2.4-5 (7) DER Max
3.004
Story1
D1
B.2.4-5 (7) DER Min
-2.988
Story1
D1
B.2.4-5 (8) DER Max
3.004
Story1
D1
B.2.4-5 (8) DER Min
-2.988
Story1
D1
B.2.4-7 (1) DER Max
7.231
Story1
D1
B.2.4-7 (1) DER Min
-7.223
Story1
D1
B.2.4-7 (2) DER Max
7.231
Story1
D1
B.2.4-7 (2) DER Min
-7.223
Story1
D1
B.2.4-7 (3) DER Max
7.231
Story1
D1
B.2.4-7 (3) DER Min
-7.223
Story1
D1
B.2.4-7 (4) DER Max
7.231
Story1
D1
B.2.4-7 (4) DER Min
-7.223
Story1
D1
B.2.4-7 (5) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (5) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (6) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (6) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (7) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (7) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (8) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (8) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
5.2 Story Results Table 5.4 - Story Max/Avg Displacements Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
DEAD
X
0.087
0.08
1.086
Story3
DEAD
Y
0.101
0.093
1.085
Story2
DEAD
X
0.014
0.009
1.496
Story2
DEAD
Y
0.078
0.075
1.04
Story1
DEAD
X
0.008
0.005
1.596
Story1
DEAD
Y
0.018
0.016
1.12
Story3
LIVE
X
0.069
0.065
1.062
Story3
LIVE
Y
0.06
0.056
1.08
Story2
LIVE
Y
0.047
0.047
1.011
Story1
LIVE
X
0.004
0.003
1.449
Story1
LIVE
Y
0.012
0.012
1.072
Story3
SX Max
X
17.21
15.884
1.083
Page 55 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
SX Max
Y
6.537
4.421
Story2
SX Max
X
19.674
15.096
1.303
Story2
SX Max
Y
5.634
3.758
1.499
Story1
SX Max
X
10.129
7.694
1.316
Story1
SX Max
Y
2.941
1.953
1.506
Story3
SY Max
X
2.896
2.602
1.113
Story3
SY Max
Y
16.519
15.674
1.054
Story2
SY Max
X
3.731
2.784
1.34
Story2
SY Max
Y
13.839
12.98
1.066
Story1
SY Max
X
1.881
1.407
1.337
Story1
SY Max
Y
7.041
6.624
1.063
Story3
GRANIZO
X
0.003
0.003
1.019
Story2
GRANIZO
X
0.001
0.000486
1.189
Story2
GRANIZO
Y
0.0001819 0.0001217
1.494
Story1
GRANIZO
X
0.0001072
8.79E-05
1.22
Story1
GRANIZO
Y
4.209E-05
2.949E-05
1.427
Story3
Sx Estatico
X
16.004
15.489
1.033
Story2
Sx Estatico
X
14.188
12.442
1.14
Story1
Sx Estatico
X
7.176
6.23
1.152
Story3
Sy Estatico
Y
15.11
14.833
1.019
Story2
Sy Estatico
Y
12.411
11.959
1.038
Story1
Sy Estatico
Y
6.251
6.048
1.034
Story3
B.2.4-1
X
0.121
0.112
1.086
Story3
B.2.4-1
Y
0.142
0.131
1.085
Story2
B.2.4-1
X
0.02
0.013
1.496
Story2
B.2.4-1
Y
0.109
0.105
1.04
Story1
B.2.4-1
X
0.011
0.007
1.596
Story1
B.2.4-1
Y
0.025
0.022
1.12
Story3
B.2.4-2 (1)
X
0.214
0.199
1.074
Story3
B.2.4-2 (1)
Y
0.218
0.201
1.083
Story2
B.2.4-2 (1)
Y
0.17
0.165
1.027
Story1
B.2.4-2 (1)
X
0.016
0.01
1.531
Story1
B.2.4-2 (1)
Y
0.041
0.038
1.096
Story3
B.2.4-3 (1)
X
0.173
0.161
1.077
Story3
B.2.4-3 (1)
Y
0.182
0.168
1.084
Story2
B.2.4-3 (1)
Y
0.141
0.137
1.031
Story1
B.2.4-3 (1)
X
0.014
0.009
1.548
Story1
B.2.4-3 (1)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (1) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (1) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (1) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (1) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (1) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (1) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (1) Min
X
3.37
3.137
1.074
Page 56 of 290
Ratio 1.479
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (1) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (1) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (1) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (1) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (1) Min
Y
0.936
0.738
1.269
Story3
B.2.4-6
X
0.078
0.072
1.086
Story3
B.2.4-6
Y
0.091
0.084
1.085
Story2
B.2.4-6
X
0.013
0.008
1.496
Story2
B.2.4-6
Y
0.07
0.067
1.04
Story1
B.2.4-6
X
0.007
0.004
1.596
Story1
B.2.4-6
Y
0.016
0.014
1.12
Story3
B.2.4-7 (1) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (1) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (1) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (1) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (1) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (1) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (1) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (1) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (1) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (1) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (1) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (1) Min
Y
0.919
0.721
1.274
Story3
B.2.3-1
X
0.087
0.08
1.086
Story3
B.2.3-1
Y
0.101
0.093
1.085
Story2
B.2.3-1
X
0.014
0.009
1.496
Story2
B.2.3-1
Y
0.078
0.075
1.04
Story1
B.2.3-1
X
0.008
0.005
1.596
Story1
B.2.3-1
Y
0.018
0.016
1.12
Story3
B.2.3-2
X
0.156
0.145
1.076
Story3
B.2.3-2
Y
0.162
0.149
1.083
Story2
B.2.3-2
Y
0.125
0.122
1.029
Story1
B.2.3-2
X
0.012
0.008
1.542
Story1
B.2.3-2
Y
0.03
0.028
1.1
Story3
B.2.3-3 (1)
X
0.087
0.08
1.086
Story3
B.2.3-3 (1)
Y
0.101
0.093
1.085
Story2
B.2.3-3 (1)
X
0.014
0.009
1.496
Story2
B.2.3-3 (1)
Y
0.078
0.075
1.04
Story1
B.2.3-3 (1)
X
0.008
0.005
1.596
Story1
B.2.3-3 (1)
Y
0.018
0.016
1.12
Story3
ExDIS Max
X
3.074
2.837
1.083
Story3
ExDIS Max
Y
1.168
0.79
1.479
Story2
ExDIS Max
X
3.514
2.696
1.303
Story2
ExDIS Max
Y
1.006
0.671
1.499
Story1
ExDIS Max
X
1.809
1.374
1.316
Page 57 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
ExDIS Max
Y
0.525
0.349
1.506
Story3
ExDIS Min
X
3.074
2.837
1.083
Story3
ExDIS Min
Y
1.168
0.79
1.479
Story2
ExDIS Min
X
3.514
2.696
1.303
Story2
ExDIS Min
Y
1.006
0.671
1.499
Story1
ExDIS Min
X
1.809
1.374
1.316
Story1
ExDIS Min
Y
0.525
0.349
1.506
Story3
EyDIS Max
X
0.517
0.465
1.113
Story3
EyDIS Max
Y
2.95
2.799
1.054
Story2
EyDIS Max
X
0.666
0.497
1.34
Story2
EyDIS Max
Y
2.472
2.318
1.066
Story1
EyDIS Max
X
0.336
0.251
1.337
Story1
EyDIS Max
Y
1.257
1.183
1.063
Story3
EyDIS Min
X
0.517
0.465
1.113
Story3
EyDIS Min
Y
2.95
2.799
1.054
Story2
EyDIS Min
X
0.666
0.497
1.34
Story2
EyDIS Min
Y
2.472
2.318
1.066
Story1
EyDIS Min
X
0.336
0.251
1.337
Story1
EyDIS Min
Y
1.257
1.183
1.063
Story3
B.2.4-4 (1)
X
0.173
0.161
1.077
Story3
B.2.4-4 (1)
Y
0.182
0.168
1.084
Story2
B.2.4-4 (1)
Y
0.141
0.137
1.031
Story1
B.2.4-4 (1)
X
0.014
0.009
1.548
Story1
B.2.4-4 (1)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (2) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (2) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (2) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (2) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (2) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (2) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (2) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (2) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (2) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (2) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (2) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (2) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (3) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (3) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (3) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (3) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (3) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (3) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (3) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (3) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (3) Min
X
3.68
2.87
1.282
Page 58 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.4-5 (3) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (3) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (3) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (4) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (4) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (4) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (4) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (4) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (4) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (4) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (4) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (4) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (4) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (4) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (4) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (5) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (5) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (5) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (5) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (5) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (5) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (5) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (5) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (5) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (5) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (5) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (5) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (6) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (6) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (6) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (6) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (6) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (6) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (6) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (6) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (6) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (6) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (6) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (6) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (7) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (7) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (7) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (7) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (7) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (7) Max
Y
1.381
1.263
1.094
Page 59 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (7) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (7) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (7) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (7) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (7) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (7) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (8) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (8) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (8) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (8) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (8) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (8) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (8) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (8) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (8) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (8) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (8) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (8) Min
Y
1.449
1.327
1.092
Story3
B.2.4-7 (2) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (2) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (2) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (2) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (2) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (2) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (2) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (2) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (2) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (2) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (2) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (2) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (3) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (3) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (3) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (3) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (3) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (3) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (3) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (3) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (3) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (3) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (3) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (3) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (4) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (4) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (4) Max
X
3.691
2.891
1.277
Page 60 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.4-7 (4) Max
Y
1.677
1.303
Story1
B.2.4-7 (4) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (4) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (4) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (4) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (4) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (4) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (4) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (4) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (5) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (5) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (5) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (5) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (5) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (5) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (5) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (5) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (5) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (5) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (5) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (5) Min
Y
1.431
1.31
1.093
Story3
B.2.4-7 (6) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (6) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (6) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (6) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (6) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (6) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (6) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (6) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (6) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (6) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (6) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (6) Min
Y
1.431
1.31
1.093
Story3
B.2.4-7 (7) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (7) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (7) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (7) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (7) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (7) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (7) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (7) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (7) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (7) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (7) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (7) Min
Y
1.431
1.31
1.093
Page 61 of 290
Ratio 1.287
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-7 (8) Max
X
1.257
1.244
Story3
B.2.4-7 (8) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (8) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (8) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (8) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (8) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (8) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (8) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (8) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (8) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (8) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (8) Min
Y
1.431
1.31
1.093
Story3
B.2.3-4 (1)
X
0.138
0.128
1.077
Story3
B.2.3-4 (1)
Y
0.147
0.135
1.084
Story2
B.2.3-4 (1)
Y
0.114
0.11
1.031
Story1
B.2.3-4 (1)
X
0.011
0.007
1.551
Story1
B.2.3-4 (1)
Y
0.027
0.025
1.103
Story3
B.2.3-5
X
0.087
0.08
1.086
Story3
B.2.3-5
Y
0.101
0.093
1.085
Story2
B.2.3-5
X
0.014
0.009
1.496
Story2
B.2.3-5
Y
0.078
0.075
1.04
Story1
B.2.3-5
X
0.008
0.005
1.596
Story1
B.2.3-5
Y
0.018
0.016
1.12
Story3
B.2.3-6 (1) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (1) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (1) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (1) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (1) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (1) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (1) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (1) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (1) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (1) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (1) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (1) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (2) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (2) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (2) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (2) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (2) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (2) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (2) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (2) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (2) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (2) Min
Y
1.301
1.037
1.255
Page 62 of 290
Ratio 1.011
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-6 (2) Min
X
1.327
1.024
Story1
B.2.3-6 (2) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (3) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (3) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (3) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (3) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (3) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (3) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (3) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (3) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (3) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (3) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (3) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (3) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (4) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (4) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (4) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (4) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (4) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (4) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (4) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (4) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (4) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (4) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (4) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (4) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (5) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (5) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (5) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (5) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (5) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (5) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (5) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (5) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (5) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (5) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (5) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (5) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (6) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (6) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (6) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (6) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (6) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (6) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (6) Min
X
1.021
1.001
1.02
Page 63 of 290
Ratio 1.296
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-6 (6) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (6) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (6) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (6) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (6) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (7) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (7) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (7) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (7) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (7) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (7) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (7) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (7) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (7) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (7) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (7) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (7) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (8) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (8) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (8) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (8) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (8) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (8) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (8) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (8) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (8) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (8) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (8) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (8) Min
Y
1.008
0.923
1.092
Story3
B.2.3-7 (1)
X
0.138
0.128
1.077
Story3
B.2.3-7 (1)
Y
0.147
0.135
1.084
Story2
B.2.3-7 (1)
Y
0.114
0.11
1.031
Story1
B.2.3-7 (1)
X
0.011
0.007
1.551
Story1
B.2.3-7 (1)
Y
0.027
0.025
1.103
Story3
B.2.3-8 (1) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (1) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (1) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (1) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (1) Max
X
1
0.778
1.285
Story1
B.2.3-8 (1) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (1) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (1) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (1) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (1) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (1) Min
X
0.994
0.764
1.3
Page 64 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Story
Maximum Average mm mm
Load Case/Combo
Direction
Story1
B.2.3-8 (1) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (2) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (2) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (2) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (2) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (2) Max
X
1
0.778
1.285
Story1
B.2.3-8 (2) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (2) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (2) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (2) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (2) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (2) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (2) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (3) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (3) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (3) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (3) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (3) Max
X
1
0.778
1.285
Story1
B.2.3-8 (3) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (3) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (3) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (3) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (3) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (3) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (3) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (4) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (4) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (4) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (4) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (4) Max
X
1
0.778
1.285
Story1
B.2.3-8 (4) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (4) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (4) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (4) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (4) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (4) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (4) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (5) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (5) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (5) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (5) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (5) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (5) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (5) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (5) Min
Y
1.879
1.729
1.087
Page 65 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-8 (5) Min
X
0.851
0.693
Story2
B.2.3-8 (5) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (5) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (5) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (6) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (6) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (6) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (6) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (6) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (6) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (6) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (6) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (6) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (6) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (6) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (6) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (7) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (7) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (7) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (7) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (7) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (7) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (7) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (7) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (7) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (7) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (7) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (7) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (8) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (8) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (8) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (8) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (8) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (8) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (8) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (8) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (8) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (8) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (8) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (8) Min
Y
0.77
0.705
1.092
Story3
B.2.3-9
X
0.052
0.048
1.086
Story3
B.2.3-9
Y
0.061
0.056
1.085
Story2
B.2.3-9
X
0.008
0.006
1.496
Story2
B.2.3-9
Y
0.047
0.045
1.04
Story1
B.2.3-9
X
0.005
0.003
1.596
Page 66 of 290
Ratio 1.229
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Story
Maximum Average mm mm
Load Case/Combo
Direction
Story1
B.2.3-9
Y
0.011
0.01
1.12
Story3
B.2.3-10 (1) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (1) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (1) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (1) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (1) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (1) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (1) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (1) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (1) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (1) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (1) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (1) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (2) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (2) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (2) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (2) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (2) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (2) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (2) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (2) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (2) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (2) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (2) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (2) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (3) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (3) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (3) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (3) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (3) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (3) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (3) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (3) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (3) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (3) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (3) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (3) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (4) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (4) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (4) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (4) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (4) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (4) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (4) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (4) Min
Y
1.498
1.197
1.252
Page 67 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-10 (4) Min
X
2.578
2.012
Story2
B.2.3-10 (4) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (4) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (4) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (5) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (5) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (5) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (5) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (5) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (5) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (5) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (5) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (5) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (5) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (5) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (5) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (6) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (6) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (6) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (6) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (6) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (6) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (6) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (6) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (6) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (6) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (6) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (6) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (7) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (7) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (7) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (7) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (7) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (7) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (7) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (7) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (7) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (7) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (7) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (7) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (8) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (8) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (8) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (8) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (8) Max
X
0.59
0.48
1.23
Page 68 of 290
Ratio 1.281
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-10 (8) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (8) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (8) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (8) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (8) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (8) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (8) Min
Y
1.001
0.916
1.093
Story3
ENVOLVENTE DE SERVICIO Max
X
2.186
2.036
1.074
Story3
ENVOLVENTE DE SERVICIO Max
Y
2.25
2.069
1.087
Story2
ENVOLVENTE DE SERVICIO Max
X
2.585
2.027
1.275
Story2
ENVOLVENTE DE SERVICIO Max
Y
1.895
1.731
1.095
Story1
ENVOLVENTE DE SERVICIO Max
X
1.331
1.033
1.288
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.98
0.896
1.093
Story3
ENVOLVENTE DE SERVICIO Min
X
2.325
2.163
1.075
Story3
ENVOLVENTE DE SERVICIO Min
Y
2.412
2.219
1.087
Story2
ENVOLVENTE DE SERVICIO Min
X
2.578
2.012
1.281
Story2
ENVOLVENTE DE SERVICIO Min
Y
2.019
1.853
1.09
Story1
ENVOLVENTE DE SERVICIO Min
X
1.328
1.026
1.295
Story1
ENVOLVENTE DE SERVICIO Min
Y
1.008
0.923
1.092
Story3
ENVOLVENTE MAYORADA Max
X
3.12
2.904
1.074
Story3
ENVOLVENTE MAYORADA Max
Y
3.21
2.952
1.087
Story2
ENVOLVENTE MAYORADA Max
X
3.693
2.895
1.276
Story2
ENVOLVENTE MAYORADA Max
Y
2.703
2.469
1.095
Story1
ENVOLVENTE MAYORADA Max
X
1.903
1.478
1.287
Story1
ENVOLVENTE MAYORADA Max
Y
1.399
1.28
1.093
Story3
ENVOLVENTE MAYORADA Min
X
3.37
3.137
1.074
Story3
ENVOLVENTE MAYORADA Min
Y
3.482
3.204
1.087
Story2
ENVOLVENTE MAYORADA Min
X
3.683
2.874
1.281
Story2
ENVOLVENTE MAYORADA Min
Y
2.915
2.677
1.089
Story1
ENVOLVENTE MAYORADA Min
X
1.897
1.465
1.295
Story1
ENVOLVENTE MAYORADA Min
Y
1.449
1.327
1.092
Story3
B.2.3-3 (2)
X
0.084
0.077
1.09
Story3
B.2.3-3 (2)
Y
0.102
0.094
1.086
Story2
B.2.3-3 (2)
X
0.015
0.01
1.481
Story2
B.2.3-3 (2)
Y
0.078
0.075
1.041
Story1
B.2.3-3 (2)
X
0.008
0.005
1.589
Story1
B.2.3-3 (2)
Y
0.018
0.016
1.12
Story3
B.2.3-4 (2)
X
0.136
0.126
1.079
Story3
B.2.3-4 (2)
Y
0.147
0.135
1.084
Story2
B.2.3-4 (2)
Y
0.114
0.11
1.032
Story1
B.2.3-4 (2)
X
0.011
0.007
1.548
Story1
B.2.3-4 (2)
Y
0.027
0.025
1.103
Story3
B.2.3-7 (2)
X
0.136
0.126
1.079
Story3
B.2.3-7 (2)
Y
0.147
0.135
1.084
Story2
B.2.3-7 (2)
Y
0.114
0.11
1.032
Page 69 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-7 (2)
X
0.011
0.007
1.548
Story1
B.2.3-7 (2)
Y
0.027
0.025
1.103
Story3
B.2.3-8 (9) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (9) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (9) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (9) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (9) Max
X
1
0.779
1.285
Story1
B.2.3-8 (9) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (9) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (9) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (9) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (9) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (9) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (9) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (10) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (10) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (10) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (10) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (10) Max
X
1
0.779
1.285
Story1
B.2.3-8 (10) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (10) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (10) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (10) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (10) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (10) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (10) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (11) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (11) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (11) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (11) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (11) Max
X
1
0.779
1.285
Story1
B.2.3-8 (11) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (11) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (11) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (11) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (11) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (11) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (11) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (12) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (12) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (12) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (12) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (12) Max
X
1
0.779
1.285
Story1
B.2.3-8 (12) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (12) Min
X
1.815
1.689
1.075
Page 70 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-8 (12) Min
Y
1.224
0.991
Story2
B.2.3-8 (12) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (12) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (12) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (12) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (13) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (13) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (13) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (13) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (13) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (13) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (13) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (13) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (13) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (13) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (13) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (13) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (14) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (14) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (14) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (14) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (14) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (14) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (14) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (14) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (14) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (14) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (14) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (14) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (15) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (15) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (15) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (15) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (15) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (15) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (15) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (15) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (15) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (15) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (15) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (15) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (16) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (16) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (16) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (16) Max
Y
1.342
1.221
1.1
Page 71 of 290
Ratio 1.236
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-8 (16) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (16) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (16) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (16) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (16) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (16) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (16) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (16) Min
Y
0.77
0.705
1.092
Story3
B.2.4-2 (2)
X
0.213
0.198
1.075
Story3
B.2.4-2 (2)
Y
0.218
0.202
1.083
Story2
B.2.4-2 (2)
Y
0.17
0.165
1.027
Story1
B.2.4-2 (2)
X
0.016
0.011
1.53
Story1
B.2.4-2 (2)
Y
0.041
0.038
1.097
Story3
B.2.4-3 (2)
X
0.168
0.156
1.08
Story3
B.2.4-3 (2)
Y
0.182
0.168
1.084
Story2
B.2.4-3 (2)
Y
0.141
0.137
1.031
Story1
B.2.4-3 (2)
X
0.014
0.009
1.543
Story1
B.2.4-3 (2)
Y
0.034
0.031
1.102
Story3
B.2.4-4 (2)
X
0.171
0.159
1.078
Story3
B.2.4-4 (2)
Y
0.182
0.168
1.084
Story2
B.2.4-4 (2)
Y
0.141
0.137
1.031
Story1
B.2.4-4 (2)
X
0.014
0.009
1.546
Story1
B.2.4-4 (2)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (1) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (1) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (1) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (1) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (1) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (1) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (1) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (1) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (1) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (1) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (1) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (1) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (2) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (2) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (2) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (2) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (2) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (2) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (2) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (2) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (2) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (2) DER Min
Y
9.927
7.821
1.269
Page 72 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.4-5 (2) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (2) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (3) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (3) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (3) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (3) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (3) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (3) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (3) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (3) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (3) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (3) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (3) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (3) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (4) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (4) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (4) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (4) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (4) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (4) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (4) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (4) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (4) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (4) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (4) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (4) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (5) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (5) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (5) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (5) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (5) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (5) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (5) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (5) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (5) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (5) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (5) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (5) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (6) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (6) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (6) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (6) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (6) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (6) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (6) DER Min
X
7.644
7.527
1.015
Page 73 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (6) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (6) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (6) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (6) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (6) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (7) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (7) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (7) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (7) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (7) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (7) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (7) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (7) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (7) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (7) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (7) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (7) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (8) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (8) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (8) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (8) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (8) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (8) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (8) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (8) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (8) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (8) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (8) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (8) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-7 (1) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (1) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (1) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (1) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (1) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (1) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (1) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (1) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (1) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (1) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (1) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (1) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (2) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (2) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (2) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (2) DER Max
Y
9.715
7.613
1.276
Page 74 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.4-7 (2) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (2) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (2) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (2) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (2) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (2) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (2) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (2) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (3) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (3) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (3) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (3) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (3) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (3) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (3) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (3) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (3) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (3) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (3) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (3) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (4) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (4) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (4) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (4) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (4) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (4) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (4) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (4) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (4) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (4) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (4) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (4) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (5) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (5) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (5) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (5) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (5) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (5) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (5) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (5) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (5) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (5) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (5) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (5) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (6) DER Max
X
7.393
7.295
1.013
Page 75 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-7 (6) DER Max
Y
18.389
16.916
Story2
B.2.4-7 (6) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (6) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (6) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (6) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (6) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (6) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (6) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (6) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (6) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (6) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (7) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (7) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (7) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (7) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (7) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (7) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (7) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (7) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (7) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (7) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (7) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (7) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (8) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (8) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (8) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (8) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (8) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (8) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (8) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (8) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (8) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (8) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (8) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (8) DER Min
Y
7.939
7.264
1.093
1.087
Table 5.5 - Story Drifts X m
Y m
Z m
10
4.7
3
7.5
11
4.7
5
7.5
10
4.7
3
7.5
11
4.7
5
7.5
0.001346
10
4.7
3
7.5
0.000395
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Label
Story3
DEAD
X
3.8E-05
Story3
DEAD
Y
9E-06
Story3
LIVE
X
2.8E-05
Story3
LIVE
Y
5E-06
Story3
SX Max
X
Story3
SX Max
Y
Page 76 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
SY Max
X
0.000242
11
4.7
5
7.5
Story3
SY Max
Y
0.001132
10
4.7
3
7.5
Story3
GRANIZO
X
1E-06
7
2.08
5
7.5
Story3
Sx Estatico
X
0.001308
10
4.7
3
7.5
Story3
Sy Estatico
Y
0.001079
10
4.7
3
7.5
Story3
B.2.4-1
X
5.3E-05
10
4.7
3
7.5
Story3
B.2.4-1
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.4-2 (1)
X
9.1E-05
10
4.7
3
7.5
Story3
B.2.4-2 (1)
Y
1.9E-05
11
4.7
5
7.5
Story3
B.2.4-3 (1)
X
7.4E-05
10
4.7
3
7.5
Story3
B.2.4-3 (1)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (1) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (1) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (1) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (1) Min
Y
0.000148
11
4.7
5
7.5
Story3
B.2.4-6
X
3.4E-05
10
4.7
3
7.5
Story3
B.2.4-6
Y
8E-06
11
4.7
5
7.5
Story3
B.2.4-7 (1) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (1) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (1) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (1) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.3-1
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-1
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-2
X
6.6E-05
10
4.7
3
7.5
Story3
B.2.3-2
Y
1.4E-05
11
4.7
5
7.5
Story3
B.2.3-3 (1)
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-3 (1)
Y
9E-06
11
4.7
5
7.5
Story3
ExDIS Max
X
0.00024
10
4.7
3
7.5
Story3
ExDIS Max
Y
7.1E-05
10
4.7
3
7.5
Story3
ExDIS Min
X
0.00024
10
4.7
3
7.5
Story3
ExDIS Min
Y
7.1E-05
10
4.7
3
7.5
Story3
EyDIS Max
X
4.3E-05
11
4.7
5
7.5
Story3
EyDIS Max
Y
0.000202
10
4.7
3
7.5
Story3
EyDIS Min
X
4.3E-05
11
4.7
5
7.5
Story3
EyDIS Min
Y
0.000202
10
4.7
3
7.5
Story3
B.2.4-4 (1)
X
7.4E-05
10
4.7
3
7.5
Story3
B.2.4-4 (1)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (2) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (2) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (2) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (2) Min
Y
0.000148
11
4.7
5
7.5
Story3
B.2.4-5 (3) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (3) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (3) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (3) Min
Y
0.000148
11
4.7
5
7.5
Page 77 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
Y m
Z m
0.000178
6
2.08
3
7.5
0.000115
10
4.7
3
7.5
X
0.000325
10
4.7
3
7.5
B.2.4-5 (4) Min
Y
0.000148
11
4.7
5
7.5
B.2.4-5 (5) Max
X
4.3E-05
7
2.08
5
7.5
B.2.4-5 (5) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (5) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (5) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (6) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (6) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (6) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (6) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (7) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (7) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (7) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (7) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (8) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (8) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (8) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (8) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-7 (2) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (2) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (2) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (2) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (3) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (3) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (3) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (3) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (4) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (4) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (4) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (4) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (5) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (5) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (5) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (5) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (6) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (6) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (6) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (6) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (7) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (7) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (7) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (7) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (8) Max
X
7.8E-05
7
2.08
5
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.4-5 (4) Max
X
Story3
B.2.4-5 (4) Max
Y
Story3
B.2.4-5 (4) Min
Story3 Story3 Story3
Page 78 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
B.2.4-7 (8) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (8) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (8) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.3-4 (1)
X
5.9E-05
10
4.7
3
7.5
Story3
B.2.3-4 (1)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-5
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-5
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-6 (1) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (1) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (1) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (1) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (2) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (2) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (2) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (2) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (3) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (3) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (3) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (3) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (4) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (4) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (4) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (4) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (5) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (5) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (5) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (5) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (6) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (6) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (6) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (6) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (7) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (7) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (7) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (7) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (8) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (8) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (8) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (8) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-7 (1)
X
5.9E-05
10
4.7
3
7.5
Story3
B.2.3-7 (1)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-8 (1) Max
X
7.3E-05
6
2.08
3
7.5
Story3
B.2.3-8 (1) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (1) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (1) Min
Y
8.2E-05
11
4.7
5
7.5
Page 79 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
Y m
Z m
7.3E-05
6
2.08
3
7.5
5.6E-05
10
4.7
3
7.5
X
0.000191
10
4.7
3
7.5
B.2.3-8 (2) Min
Y
8.2E-05
11
4.7
5
7.5
B.2.3-8 (3) Max
X
7.3E-05
6
2.08
3
7.5
B.2.3-8 (3) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (3) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (3) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (4) Max
X
7.3E-05
6
2.08
3
7.5
Story3
B.2.3-8 (4) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (4) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (4) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (5) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (5) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (5) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (6) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (6) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (6) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (7) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (7) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (7) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (8) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (8) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (8) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-9
X
2.3E-05
10
4.7
3
7.5
Story3
B.2.3-9
Y
6E-06
11
4.7
5
7.5
Story3
B.2.3-10 (1) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (1) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (1) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (1) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (2) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (2) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (2) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (2) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (3) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (3) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (3) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (3) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (4) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (4) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (4) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (4) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (5) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (5) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (5) Min
X
9.9E-05
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.3-8 (2) Max
X
Story3
B.2.3-8 (2) Max
Y
Story3
B.2.3-8 (2) Min
Story3 Story3 Story3
Page 80 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) X m
Y m
Z m
11
4.7
5
7.5
7
2.08
5
7.5
0.000151
10
4.7
3
7.5
X
9.9E-05
10
4.7
3
7.5
Y
0.000162
11
4.7
5
7.5
B.2.3-10 (7) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (7) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (7) Min
X
9.9E-05
10
4.7
3
7.5
Story3
B.2.3-10 (7) Min
Y
0.000162
11
4.7
5
7.5
Story3
B.2.3-10 (8) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (8) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (8) Min
X
9.9E-05
10
4.7
3
7.5
Story3
B.2.3-10 (8) Min
Y
0.000162
11
4.7
5
7.5
Story3
ENVOLVENTE DE SERVICIO Max
X
0.000153
6
2.08
3
7.5
Story3
ENVOLVENTE DE SERVICIO Max
Y
0.000151
10
4.7
3
7.5
Story3
ENVOLVENTE DE SERVICIO Min
X
0.000214
10
4.7
3
7.5
Story3
ENVOLVENTE DE SERVICIO Min
Y
0.000166
11
4.7
5
7.5
Story3
ENVOLVENTE MAYORADA Max
X
0.000217
6
2.08
3
7.5
Story3
ENVOLVENTE MAYORADA Max
Y
0.000215
10
4.7
3
7.5
Story3
ENVOLVENTE MAYORADA Min
X
0.000325
10
4.7
3
7.5
Story3
ENVOLVENTE MAYORADA Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.3-3 (2)
X
3.7E-05
10
4.7
3
7.5
Story3
B.2.3-3 (2)
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-4 (2)
X
5.8E-05
10
4.7
3
7.5
Story3
B.2.3-4 (2)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-7 (2)
X
5.8E-05
10
4.7
3
7.5
Story3
B.2.3-7 (2)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-8 (9) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (9) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (9) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (9) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (10) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (10) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (10) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (10) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (11) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (11) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (11) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (11) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (12) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (12) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (12) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (12) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (13) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (13) Min
X
0.000115
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Label
Story3
B.2.3-10 (5) Min
Y
0.000162
Story3
B.2.3-10 (6) Max
X
5.6E-05
Story3
B.2.3-10 (6) Max
Y
Story3
B.2.3-10 (6) Min
Story3
B.2.3-10 (6) Min
Story3
Page 81 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) X m
Y m
Z m
11
4.7
5
7.5
10
4.7
3
7.5
4.7
3
7.5
11
4.7
5
7.5
10
4.7
3
7.5
10
4.7
3
7.5
0.00013
11
4.7
5
7.5
Y
0.000104
10
4.7
3
7.5
B.2.3-8 (16) Min
X
0.000115
10
4.7
3
7.5
B.2.3-8 (16) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.4-2 (2)
X
9E-05
10
4.7
3
7.5
Story3
B.2.4-2 (2)
Y
1.9E-05
11
4.7
5
7.5
Story3
B.2.4-3 (2)
X
7.2E-05
10
4.7
3
7.5
Story3
B.2.4-3 (2)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-4 (2)
X
7.3E-05
10
4.7
3
7.5
Story3
B.2.4-4 (2)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (1) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (2) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (3) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (4) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (5) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (5) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (5) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (5) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (6) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (6) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (6) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (6) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (7) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (7) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (7) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (7) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (8) DER Max
X
0.000541
7
2.08
5
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.3-8 (13) Min
Y
0.00013
Story3
B.2.3-8 (14) Max
Y
0.000104
Story3
B.2.3-8 (14) Min
X
0.000115
10
Story3
B.2.3-8 (14) Min
Y
0.00013
Story3
B.2.3-8 (15) Max
Y
0.000104
Story3
B.2.3-8 (15) Min
X
0.000115
Story3
B.2.3-8 (15) Min
Y
Story3
B.2.3-8 (16) Max
Story3 Story3
Page 82 of 290
Label
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
B.2.4-5 (8) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (8) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (8) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-7 (1) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (2) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (3) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (4) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (5) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (5) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (5) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (5) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (6) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (7) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (8) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Min
Y
0.001259
10
4.7
3
7.5
Story2
DEAD
Y
2.4E-05
15
4.7
-0.7
5
Story2
LIVE
Y
1.4E-05
13
0
-0.7
5
Story2
SX Max
X
0.004097
15
4.7
-0.7
5
Story2
SX Max
Y
0.001082
15
4.7
-0.7
5
Story2
SY Max
X
0.000743
12
4.7
7.2
5
Story2
SY Max
Y
0.002734
15
4.7
-0.7
5
Story2
GRANIZO
X
1.884E-07
12
4.7
7.2
5
Story2
GRANIZO
Y
5.591E-08
15
4.7
-0.7
5
Story2
Sx Estatico
X
0.002867
15
4.7
-0.7
5
Story2
Sy Estatico
Y
0.002464
15
4.7
-0.7
5
Page 83 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-1
Y
3.4E-05
15
4.7
-0.7
5
Story2
B.2.4-2 (1)
Y
5.1E-05
15
4.7
-0.7
5
Story2
B.2.4-3 (1)
Y
4.3E-05
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-6
Y
2.2E-05
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.3-1
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-2
Y
3.8E-05
15
4.7
-0.7
5
Story2
B.2.3-3 (1)
Y
2.4E-05
15
4.7
-0.7
5
Story2
ExDIS Max
X
0.000732
15
4.7
-0.7
5
Story2
ExDIS Max
Y
0.000193
15
4.7
-0.7
5
Story2
ExDIS Min
X
0.000732
15
4.7
-0.7
5
Story2
ExDIS Min
Y
0.000193
15
4.7
-0.7
5
Story2
EyDIS Max
X
0.000133
12
4.7
7.2
5
Story2
EyDIS Max
Y
0.000488
15
4.7
-0.7
5
Story2
EyDIS Min
X
0.000133
12
4.7
7.2
5
Story2
EyDIS Min
Y
0.000488
15
4.7
-0.7
5
Story2
B.2.4-4 (1)
Y
4.3E-05
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Max
X
0.000348
15
4.7
-0.7
5
Story
Page 84 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-5 (7) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.3-4 (1)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-5
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Max
Y
0.000214
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Min
Y
0.000262
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Max
Y
0.000214
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Min
Y
0.000262
15
4.7
-0.7
5
Page 85 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.000214
15
4.7
-0.7
5
X
0.000538
15
4.7
-0.7
5
B.2.3-6 (4) Min
Y
0.000262
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-7 (1)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Min
Y
0.000321
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Story2
B.2.3-6 (3) Max
X
0.00054
15
Story2
B.2.3-6 (3) Max
Y
0.000214
15
Story2
B.2.3-6 (3) Min
X
0.000538
15
Story2
B.2.3-6 (3) Min
Y
0.000262
Story2
B.2.3-6 (4) Max
X
0.00054
Story2
B.2.3-6 (4) Max
Y
Story2
B.2.3-6 (4) Min
Story2
Page 86 of 290
Label
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.3-8 (6) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-9
Y
1.4E-05
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Min
Y
0.000397
15
4.7
-0.7
5
Page 87 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.000525
15
4.7
-0.7
5
X
0.000769
15
4.7
-0.7
5
ENVOLVENTE MAYORADA Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.3-3 (2)
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-4 (2)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-7 (2)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.4-2 (2)
Y
5.1E-05
15
4.7
-0.7
5
Story2
B.2.4-3 (2)
Y
4.3E-05
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Story2
ENVOLVENTE DE SERVICIO Max
X
0.00054
15
Story2
ENVOLVENTE DE SERVICIO Max
Y
0.000368
15
Story2
ENVOLVENTE DE SERVICIO Min
X
0.000538
15
Story2
ENVOLVENTE DE SERVICIO Min
Y
0.000406
Story2
ENVOLVENTE MAYORADA Max
X
0.000771
Story2
ENVOLVENTE MAYORADA Max
Y
Story2
ENVOLVENTE MAYORADA Min
Story2
Page 88 of 290
Label
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.004313
15
4.7
-0.7
5
Y
0.001859
15
4.7
-0.7
5
B.2.4-5 (2) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (2) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Max
Y
0.001859
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Max
Y
0.001859
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Min
Y
0.001924
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Label
Story2
B.2.4-4 (2)
Story2
B.2.4-5 (1) DER Max
Y
4.3E-05
15
X
0.004313
15
Story2
B.2.4-5 (1) DER Max
Y
0.001859
15
Story2
B.2.4-5 (1) DER Min
X
0.004311
Story2
B.2.4-5 (1) DER Min
Y
0.001945
Story2
B.2.4-5 (2) DER Max
X
Story2
B.2.4-5 (2) DER Max
Story2
Page 89 of 290
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-7 (4) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Min
Y
0.00308
15
4.7
-0.7
5
Story1
DEAD
X
3E-06
12
4.7
7.2
2.5
Story1
DEAD
Y
7E-06
12
4.7
7.2
2.5
Story1
LIVE
X
2E-06
12
4.7
7.2
2.5
Story1
LIVE
Y
5E-06
12
4.7
7.2
2.5
Story1
SX Max
X
0.004051
9
4.7
0
2.5
Story1
SX Max
Y
0.001176
11
4.7
5
2.5
Story1
SY Max
X
0.000752
12
4.7
7.2
2.5
Story1
SY Max
Y
0.002816
12
4.7
7.2
2.5
Story1
GRANIZO
X
4.288E-08
12
4.7
7.2
2.5
Story1
GRANIZO
Y
1.684E-08
12
4.7
7.2
2.5
Story1
Sx Estatico
X
0.00287
9
4.7
0
2.5
Story1
Sy Estatico
Y
0.0025
12
4.7
7.2
2.5
Story1
B.2.4-1
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.4-1
Y
1E-05
12
4.7
7.2
2.5
Story1
B.2.4-2 (1)
X
6E-06
12
4.7
7.2
2.5
Story1
B.2.4-2 (1)
Y
1.7E-05
12
4.7
7.2
2.5
Story1
B.2.4-3 (1)
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.4-3 (1)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (1) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (1) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-6
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.4-6
Y
6E-06
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) Max
X
0.00076
9
4.7
0
2.5
Page 90 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
B.2.4-7 (1) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (1) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.3-1
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-1
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-2
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.3-2
Y
1.2E-05
12
4.7
7.2
2.5
Story1
B.2.3-3 (1)
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-3 (1)
Y
7E-06
12
4.7
7.2
2.5
Story1
ExDIS Max
X
0.000724
9
4.7
0
2.5
Story1
ExDIS Max
Y
0.00021
12
4.7
7.2
2.5
Story1
ExDIS Min
X
0.000724
9
4.7
0
2.5
Story1
ExDIS Min
Y
0.00021
12
4.7
7.2
2.5
Story1
EyDIS Max
X
0.000134
12
4.7
7.2
2.5
Story1
EyDIS Max
Y
0.000503
12
4.7
7.2
2.5
Story1
EyDIS Min
X
0.000134
12
4.7
7.2
2.5
Story1
EyDIS Min
Y
0.000503
12
4.7
7.2
2.5
Story1
B.2.4-4 (1)
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.4-4 (1)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (2) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (2) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (3) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (3) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (4) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (4) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (5) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (5) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (6) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (6) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (7) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (7) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (8) Max
Y
0.000552
12
4.7
7.2
2.5
Page 91 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
Load Case/Combo
Direction
Drift
Story1
B.2.4-5 (8) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (8) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (2) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (2) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (3) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (3) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (4) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (4) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (5) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (5) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (6) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (6) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (7) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (7) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (8) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (8) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.3-4 (1)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (1)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-5
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-5
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-6 (1) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (1) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (1) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (1) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (2) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (2) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (2) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (2) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (3) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (3) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (3) Min
X
0.000531
9
4.7
0
2.5
Page 92 of 290
Label
X m
Story
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Drift
Label
X m
Y m
Z m
Y
0.00026
12
4.7
7.2
2.5
X
0.000532
9
4.7
0
2.5
B.2.3-6 (4) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (4) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (4) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (5) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (5) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (5) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (5) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (6) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (6) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (6) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (6) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (7) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (7) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (7) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (7) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (8) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (8) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (8) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (8) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-7 (1)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-7 (1)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-8 (1) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (1) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (1) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (1) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (2) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (2) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (2) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (2) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (3) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (3) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (3) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (3) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (4) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (4) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (4) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (4) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (5) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (5) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (5) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (5) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (6) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (6) Max
Y
0.000286
12
4.7
7.2
2.5
Story
Load Case/Combo
Direction
Story1
B.2.3-6 (3) Min
Story1
B.2.3-6 (4) Max
Story1
Page 93 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
Load Case/Combo
Direction
Drift
Story1
B.2.3-8 (6) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (6) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (7) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (7) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (7) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (7) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (8) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (8) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (8) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (8) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-9
X
2E-06
12
4.7
7.2
2.5
Story1
B.2.3-9
Y
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-10 (1) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (1) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (1) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (1) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (2) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (2) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (2) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (2) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (3) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (3) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (3) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (3) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (4) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (4) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (4) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (4) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (5) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (5) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (5) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (5) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (6) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (6) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (6) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (6) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (7) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (7) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (7) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (7) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (8) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (8) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (8) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (8) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
ENVOLVENTE DE SERVICIO Max
X
0.000532
9
4.7
0
2.5
Page 94 of 290
Label
X m
Story
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.000392
12
4.7
7.2
2.5
Story1
ENVOLVENTE DE SERVICIO Min
X
0.000531
9
4.7
0
2.5
Story1
ENVOLVENTE DE SERVICIO Min
Y
0.000403
12
4.7
7.2
2.5
Story1
ENVOLVENTE MAYORADA Max
X
0.000761
9
4.7
0
2.5
Story1
ENVOLVENTE MAYORADA Max
Y
0.00056
12
4.7
7.2
2.5
Story1
ENVOLVENTE MAYORADA Min
X
0.000759
9
4.7
0
2.5
Story1
ENVOLVENTE MAYORADA Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.3-3 (2)
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-3 (2)
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (2)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (2)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-7 (2)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-7 (2)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-8 (9) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (9) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (9) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (9) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (10) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (10) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (10) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (10) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (11) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (11) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (11) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (11) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (12) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (12) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (12) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (12) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (13) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (13) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (13) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (13) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (14) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (14) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (14) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (14) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (15) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (15) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (15) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (15) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (16) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (16) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (16) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (16) Min
Y
0.000308
12
4.7
7.2
2.5
Page 95 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
6E-06
12
4.7
7.2
2.5
1.7E-05
12
4.7
7.2
2.5
5E-06
12
4.7
7.2
2.5
Y
1.4E-05
12
4.7
7.2
2.5
X
5E-06
12
4.7
7.2
2.5
B.2.4-4 (2)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (1) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (1) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (1) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (2) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (2) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (2) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (3) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (3) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (3) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (4) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (4) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (4) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (5) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (5) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (6) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (6) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (7) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (7) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (8) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (8) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (1) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (1) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (2) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) DER Min
X
0.004252
9
4.7
0
2.5
Story
Load Case/Combo
Direction
Story1
B.2.4-2 (2)
X
Story1
B.2.4-2 (2)
Y
Story1
B.2.4-3 (2)
X
Story1
B.2.4-3 (2)
Story1
B.2.4-4 (2)
Story1
Drift
Page 96 of 290
Y m
Z m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
B.2.4-7 (2) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (3) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (3) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (4) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (4) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (5) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (5) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (5) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (6) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (6) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (6) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (7) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (7) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (7) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (8) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (8) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (8) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story
Table 5.6 - Story Max/Avg Drifts Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
DEAD
X
0.095
0.09
1.063
Story3
DEAD
Y
0.023
0.017
1.369
Story3
LIVE
X
0.07
0.066
1.058
Story3
LIVE
Y
0.013
0.009
1.477
Story3
SX Max
X
3.366
3.202
1.051
Story3
SX Max
Y
0.988
0.724
1.364
Story3
SY Max
X
0.606
0.556
1.091
Story3
SY Max
Y
2.831
2.755
1.027
Story3
GRANIZO
X
0.002
0.002
1.013
Story3
Sx Estatico
X
3.271
3.241
1.009
Story3
Sy Estatico
Y
2.699
2.674
1.009
Story3
B.2.4-1
X
0.133
0.126
1.063 1.369
Story3
B.2.4-1
Y
0.033
0.024
Story3
B.2.4-2 (1)
X
0.227
0.214
1.06
Story3
B.2.4-2 (1)
Y
0.049
0.034
1.413
Story3
B.2.4-3 (1)
X
0.185
0.174
1.061
Page 97 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.4-3 (1)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (1) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (1) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (1) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (1) Min
Y
0.369
0.306
1.205
Story3
B.2.4-6
X
0.086
0.081
1.063
Story3
B.2.4-6
Y
0.021
0.015
1.369
Story3
B.2.4-7 (1) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (1) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (1) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (1) Min
Y
0.349
0.292
1.194
Story3
B.2.3-1
X
0.095
0.09
1.063
Story3
B.2.3-1
Y
0.023
0.017
1.369
Story3
B.2.3-2
X
0.165
0.156
1.06
Story3
B.2.3-2
Y
0.036
0.026
1.406
Story3
B.2.3-3 (1)
X
0.095
0.09
1.063
Story3
B.2.3-3 (1)
Y
0.023
0.017
1.369
Story3
ExDIS Max
X
0.601
0.572
1.051
Story3
ExDIS Max
Y
0.176
0.129
1.364
Story3
ExDIS Min
X
0.601
0.572
1.051
Story3
ExDIS Min
Y
0.176
0.129
1.364
Story3
EyDIS Max
X
0.108
0.099
1.091
Story3
EyDIS Max
Y
0.506
0.492
1.027
Story3
EyDIS Min
X
0.108
0.099
1.091
Story3
EyDIS Min
Y
0.506
0.492
1.027
Story3
B.2.4-4 (1)
X
0.185
0.174
1.061
Story3
B.2.4-4 (1)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (2) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (2) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (2) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (2) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (3) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (3) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (3) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (3) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (4) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (4) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (4) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (4) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (5) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (5) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (5) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (5) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (6) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (6) Max
Y
0.518
0.502
1.033
Page 98 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-5 (6) Min
X
0.455
0.445
Story3
B.2.4-5 (6) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (7) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (7) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (7) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (7) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (8) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (8) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (8) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (8) Min
Y
0.599
0.56
1.07
Story3
B.2.4-7 (2) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (2) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (2) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (2) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (3) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (3) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (3) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (3) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (4) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (4) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (4) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (4) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (5) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (5) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (5) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (5) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (6) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (6) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (6) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (6) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (7) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (7) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (7) Min
X
0.356
0.352
1.014
1.023
Story3
B.2.4-7 (7) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (8) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (8) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (8) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (8) Min
Y
0.579
0.546
1.061
Story3
B.2.3-4 (1)
X
0.148
0.139
1.061
Story3
B.2.3-4 (1)
Y
0.033
0.024
1.399
Story3
B.2.3-5
X
0.095
0.09
1.063
Story3
B.2.3-5
Y
0.023
0.017
1.369
Story3
B.2.3-6 (1) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (1) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (1) Min
X
0.535
0.511
1.047
Page 99 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.3-6 (1) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (2) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (2) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (2) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (2) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (3) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (3) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (3) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (3) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (4) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (4) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (4) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (4) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (5) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (5) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (5) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (5) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (6) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (6) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (6) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (6) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (7) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (7) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (7) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (7) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (8) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (8) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (8) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (8) Min
Y
0.414
0.389
1.066
Story3
B.2.3-7 (1)
X
0.148
0.139
1.061
Story3
B.2.3-7 (1)
Y
0.033
0.024
1.399
Story3
B.2.3-8 (1) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (1) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (1) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (1) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (2) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (2) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (2) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (2) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (3) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (3) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (3) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (3) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (4) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (4) Max
Y
0.14
0.122
1.147
Page 100 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-8 (4) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (4) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (5) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (5) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (5) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (6) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (6) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (6) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (7) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (7) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (7) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (8) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (8) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (8) Min
Y
0.326
0.302
1.079
Story3
B.2.3-9
X
0.057
0.054
1.063
Story3
B.2.3-9
Y
0.014
0.01
1.369
Story3
B.2.3-10 (1) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (1) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (1) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (1) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (2) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (2) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (2) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (2) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (3) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (3) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (3) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (3) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (4) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (4) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (4) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (4) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (5) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (5) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (5) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (5) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (6) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (6) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (6) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (6) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (7) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (7) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (7) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (7) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (8) Max
X
0.139
0.136
1.025
Page 101 of 290
Ratio
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story3
B.2.3-10 (8) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (8) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (8) Min
Y
0.405
0.382
1.06
Story3
ENVOLVENTE DE SERVICIO Max
X
0.383
0.367
1.043
Story3
ENVOLVENTE DE SERVICIO Max
Y
0.377
0.361
1.044
Story3
ENVOLVENTE DE SERVICIO Min
X
0.535
0.511
1.047
Story3
ENVOLVENTE DE SERVICIO Min
Y
0.414
0.389
1.066
Story3
ENVOLVENTE MAYORADA Max
X
0.543
0.521
1.043
Story3
ENVOLVENTE MAYORADA Max
Y
0.538
0.516
1.043
Story3
ENVOLVENTE MAYORADA Min
X
0.813
0.776
1.048
Story3
ENVOLVENTE MAYORADA Min
Y
0.599
0.56
1.07
Story3
B.2.3-3 (2)
X
0.093
0.087
1.065
Story3
B.2.3-3 (2)
Y
0.023
0.017
1.368
Story3
B.2.3-4 (2)
X
0.146
0.138
1.062
Story3
B.2.3-4 (2)
Y
0.033
0.024
1.399
Story3
B.2.3-7 (2)
X
0.146
0.138
1.062
Story3
B.2.3-7 (2)
Y
0.033
0.024
1.399
Story3
B.2.3-8 (9) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (9) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (9) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (9) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (10) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (10) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (10) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (10) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (11) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (11) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (11) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (11) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (12) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (12) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (12) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (12) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (13) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (13) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (13) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (14) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (14) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (14) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (15) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (15) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (15) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (16) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (16) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (16) Min
Y
0.326
0.302
1.079
Page 102 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-2 (2)
X
0.225
0.213
1.06
Story3
B.2.4-2 (2)
Y
0.049
0.034
1.413
Story3
B.2.4-3 (2)
X
0.181
0.17
1.062
Story3
B.2.4-3 (2)
Y
0.041
0.029
1.401
Story3
B.2.4-4 (2)
X
0.183
0.173
1.061
Story3
B.2.4-4 (2)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (1) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (1) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (1) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (1) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (2) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (2) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (2) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (2) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (3) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (3) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (3) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (3) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (4) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (4) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (4) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (4) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (5) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (5) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (5) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (5) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (6) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (6) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (6) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (6) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (7) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (7) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (7) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (7) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (8) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (8) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (8) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (8) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-7 (1) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (1) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (1) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (1) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (2) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (2) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (2) DER Min
X
3.603
3.449
1.045
Page 103 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.4-7 (2) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (3) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (3) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (3) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (3) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (4) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (4) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (4) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (4) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (5) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (5) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (5) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (5) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (6) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (6) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (6) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (6) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (7) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (7) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (7) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (7) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (8) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (8) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (8) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (8) DER Min
Y
3.148
2.988
1.054
Story2
DEAD
Y
0.06
0.059
1.019
Story2
LIVE
Y
0.036
0.035
1.009
Story2
SX Max
X
10.244
7.769
1.318
Story2
SX Max
Y
2.705
1.813
1.492
Story2
SY Max
X
1.857
1.382
1.344
Story2
SY Max
Y
6.835
6.392
1.069
Story2
GRANIZO
X
0.0004709
0.000391
1.204
Story2
GRANIZO
Y
0.0001398 9.225E-05
1.515
Story2
Sx Estatico
X
7.167
6.289
1.14
Story2
Sy Estatico
Y
6.161
5.911
1.042
Story2
B.2.4-1
Y
0.084
0.083
1.019
Story2
B.2.4-2 (1)
Y
0.128
0.127
1.007
Story2
B.2.4-3 (1)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (1) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (1) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (1) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (1) Min
Y
0.957
0.776
1.232
Story2
B.2.4-6
Y
0.054
0.053
1.019
Story2
B.2.4-7 (1) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (1) Max
Y
0.795
0.616
1.291
Page 104 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.4-7 (1) Min
X
1.923
1.481
1.298
Story2
B.2.4-7 (1) Min
Y
0.903
0.723
1.249
Story2
B.2.3-1
Y
0.06
0.059
1.019
Story2
B.2.3-2
Y
0.095
0.094
1.009
Story2
B.2.3-3 (1)
Y
0.06
0.059
1.019
Story2
ExDIS Max
X
1.83
1.388
1.318
Story2
ExDIS Max
Y
0.483
0.324
1.492
Story2
ExDIS Min
X
1.83
1.388
1.318
Story2
ExDIS Min
Y
0.483
0.324
1.492
Story2
EyDIS Max
X
0.332
0.247
1.344
Story2
EyDIS Max
Y
1.221
1.142
1.069
Story2
EyDIS Min
X
0.332
0.247
1.344
Story2
EyDIS Min
Y
1.221
1.142
1.069
Story2
B.2.4-4 (1)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (2) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (2) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (2) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (2) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (3) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (3) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (3) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (3) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (4) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (4) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (4) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (4) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (5) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (5) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (5) Min
X
0.866
0.691
1.253
Story2
B.2.4-5 (5) Min
Y
1.473
1.357
1.086
Story2
B.2.4-5 (6) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (6) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (6) Min
X
0.866
0.691
1.253 1.086
Story2
B.2.4-5 (6) Min
Y
1.473
1.357
Story2
B.2.4-5 (7) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (7) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (7) Min
X
0.866
0.691
1.253 1.086
Story2
B.2.4-5 (7) Min
Y
1.473
1.357
Story2
B.2.4-5 (8) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (8) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (8) Min
X
0.866
0.691
1.253
Story2
B.2.4-5 (8) Min
Y
1.473
1.357
1.086
Story2
B.2.4-7 (2) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (2) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (2) Min
X
1.923
1.481
1.298
Page 105 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story2
B.2.4-7 (2) Min
Y
0.903
0.723
1.249
Story2
B.2.4-7 (3) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (3) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (3) Min
X
1.923
1.481
1.298
Story2
B.2.4-7 (3) Min
Y
0.903
0.723
1.249
Story2
B.2.4-7 (4) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (4) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (4) Min
X
1.923
1.481
1.298 1.249
Story2
B.2.4-7 (4) Min
Y
0.903
0.723
Story2
B.2.4-7 (5) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (5) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (5) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (5) Min
Y
1.42
1.304
Story2
B.2.4-7 (6) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (6) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (6) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (6) Min
Y
1.42
1.304
Story2
B.2.4-7 (7) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (7) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (7) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (7) Min
Y
1.42
1.304
Story2
B.2.4-7 (8) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (8) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (8) Min
X
0.866
0.691
1.253
Story2
B.2.4-7 (8) Min
Y
1.42
1.304
1.089
Story2
B.2.3-4 (1)
Y
0.086
0.086
1.011
Story2
B.2.3-5
Y
0.06
0.059
1.019
Story2
B.2.3-6 (1) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (1) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (1) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (1) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (2) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (2) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (2) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (2) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (3) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (3) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (3) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (3) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (4) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (4) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (4) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (4) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (5) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (5) Max
Y
0.896
0.815
1.099
Page 106 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-6 (5) Min
X
0.605
0.482
Story2
B.2.3-6 (5) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (6) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (6) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (6) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (6) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (7) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (7) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (7) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (7) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (8) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (8) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (8) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (8) Min
Y
1.016
0.935
1.087
Story2
B.2.3-7 (1)
Y
0.086
0.086
1.011
Story2
B.2.3-8 (1) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (1) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (1) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (1) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (2) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (2) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (2) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (2) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (3) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (3) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (3) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (3) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (4) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (4) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (4) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (4) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (5) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (5) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (5) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (5) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (6) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (6) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (6) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (6) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (7) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (7) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (7) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (7) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (8) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (8) Max
Y
0.63
0.57
1.106
Page 107 of 290
Ratio 1.254
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.3-8 (8) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (8) Min
Y
0.803
0.742
1.083
Story2
B.2.3-9
Y
0.036
0.035
1.019
Story2
B.2.3-10 (1) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (1) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (1) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (1) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (2) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (2) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (2) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (2) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (3) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (3) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (3) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (3) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (4) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (4) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (4) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (4) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (5) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (5) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (5) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (5) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (6) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (6) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (6) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (6) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (7) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (7) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (7) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (7) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (8) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (8) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (8) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (8) Min
Y
0.992
0.911
1.089
Story2
ENVOLVENTE DE SERVICIO Max
X
1.35
1.044
1.293
Story2
ENVOLVENTE DE SERVICIO Max
Y
0.92
0.839
1.096
Story2
ENVOLVENTE DE SERVICIO Min
X
1.346
1.037
1.298
Story2
ENVOLVENTE DE SERVICIO Min
Y
1.016
0.935
1.087
Story2
ENVOLVENTE MAYORADA Max
X
1.927
1.489
1.294
Story2
ENVOLVENTE MAYORADA Max
Y
1.311
1.196
1.096
Story2
ENVOLVENTE MAYORADA Min
X
1.923
1.481
1.298
Story2
ENVOLVENTE MAYORADA Min
Y
1.473
1.357
1.086
Story2
B.2.3-3 (2)
Y
0.06
0.059
1.02
Story2
B.2.3-4 (2)
Y
0.087
0.086
1.011
Page 108 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story2
B.2.3-7 (2)
Y
0.087
0.086
1.011
Story2
B.2.3-8 (9) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (9) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (9) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (9) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (10) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (10) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (10) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (10) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (11) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (11) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (11) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (11) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (12) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (12) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (12) Min
X
1.009
0.776
1.3 1.217
Story2
B.2.3-8 (12) Min
Y
0.532
0.438
Story2
B.2.3-8 (13) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (13) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (13) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (13) Min
Y
0.804
0.742
Story2
B.2.3-8 (14) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (14) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (14) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (14) Min
Y
0.804
0.742
Story2
B.2.3-8 (15) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (15) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (15) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (15) Min
Y
0.804
0.742
Story2
B.2.3-8 (16) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (16) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (16) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (16) Min
Y
0.804
0.742
1.083
Story2
B.2.4-2 (2)
Y
0.128
0.127
1.007
Story2
B.2.4-3 (2)
Y
0.108
0.106
1.011
Story2
B.2.4-4 (2)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (1) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (1) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (1) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (1) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (2) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (2) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (2) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (2) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (3) DER Max
X
10.782
8.32
1.296
Page 109 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story2
B.2.4-5 (3) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (3) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (3) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (4) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (4) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (4) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (4) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (5) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (5) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (5) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (5) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (6) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (6) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (6) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (6) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (7) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (7) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (7) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (7) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (8) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (8) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (8) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (8) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-7 (1) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (1) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (1) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (1) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (2) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (2) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (2) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (2) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (3) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (3) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (3) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (3) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (4) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (4) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (4) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (4) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (5) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (5) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (5) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (5) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (6) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (6) DER Max
Y
7.592
6.945
1.093
Page 110 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.4-7 (6) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (6) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (7) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (7) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (7) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (7) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (8) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (8) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (8) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (8) DER Min
Y
7.701
7.052
1.092
Story1
DEAD
X
0.008
0.005
1.596
Story1
DEAD
Y
0.018
0.016
1.12
Story1
LIVE
X
0.004
0.003
1.449
Story1
LIVE
Y
0.012
0.012
1.072
Story1
SX Max
X
10.129
7.694
1.316
Story1
SX Max
Y
2.941
1.953
1.506
Story1
SY Max
X
1.881
1.407
1.337
Story1
SY Max
Y
7.041
6.624
1.063
Story1
GRANIZO
X
0.0001072
8.79E-05
1.22
Story1
GRANIZO
Y
4.209E-05
2.949E-05
1.427
Story1
Sx Estatico
X
7.176
6.23
1.152
Story1
Sy Estatico
Y
6.251
6.048
1.034
Story1
B.2.4-1
X
0.011
0.007
1.596
Story1
B.2.4-1
Y
0.025
0.022
1.12
Story1
B.2.4-2 (1)
X
0.016
0.01
1.531
Story1
B.2.4-2 (1)
Y
0.041
0.038
1.096
Story1
B.2.4-3 (1)
X
0.014
0.009
1.548
Story1
B.2.4-3 (1)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (1) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (1) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (1) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (1) Min
Y
0.936
0.738
1.269
Story1
B.2.4-6
X
0.007
0.004
1.596 1.12
Story1
B.2.4-6
Y
0.016
0.014
Story1
B.2.4-7 (1) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (1) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (1) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (1) Min
Y
0.919
0.721
1.274
Story1
B.2.3-1
X
0.008
0.005
1.596
Story1
B.2.3-1
Y
0.018
0.016
1.12
Story1
B.2.3-2
X
0.012
0.008
1.542
Story1
B.2.3-2
Y
0.03
0.028
1.1
Story1
B.2.3-3 (1)
X
0.008
0.005
1.596
Story1
B.2.3-3 (1)
Y
0.018
0.016
1.12
Story1
ExDIS Max
X
1.809
1.374
1.316
Page 111 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
ExDIS Max
Y
0.525
0.349
1.506
Story1
ExDIS Min
X
1.809
1.374
1.316
Story1
ExDIS Min
Y
0.525
0.349
1.506
Story1
EyDIS Max
X
0.336
0.251
1.337
Story1
EyDIS Max
Y
1.257
1.183
1.063
Story1
EyDIS Min
X
0.336
0.251
1.337
Story1
EyDIS Min
Y
1.257
1.183
1.063
Story1
B.2.4-4 (1)
X
0.014
0.009
1.548
Story1
B.2.4-4 (1)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (2) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (2) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (2) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (2) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (3) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (3) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (3) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (3) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (4) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (4) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (4) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (4) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (5) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (5) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (5) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (5) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (6) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (6) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (6) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (6) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (7) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (7) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (7) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (7) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (8) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (8) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (8) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (8) Min
Y
1.449
1.327
1.092
Story1
B.2.4-7 (2) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (2) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (2) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (2) Min
Y
0.919
0.721
1.274
Story1
B.2.4-7 (3) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (3) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (3) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (3) Min
Y
0.919
0.721
1.274
Page 112 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.4-7 (4) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (4) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (4) Min
X
1.897
1.465
1.295 1.274
Story1
B.2.4-7 (4) Min
Y
0.919
0.721
Story1
B.2.4-7 (5) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (5) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (5) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (5) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (6) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (6) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (6) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (6) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (7) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (7) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (7) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (7) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (8) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (8) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (8) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (8) Min
Y
1.431
1.31
1.093
Story1
B.2.3-4 (1)
X
0.011
0.007
1.551
Story1
B.2.3-4 (1)
Y
0.027
0.025
1.103
Story1
B.2.3-5
X
0.008
0.005
1.596
Story1
B.2.3-5
Y
0.018
0.016
1.12
Story1
B.2.3-6 (1) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (1) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (1) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (1) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (2) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (2) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (2) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (2) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (3) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (3) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (3) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (3) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (4) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (4) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (4) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (4) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (5) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (5) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (5) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (5) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (6) Max
X
0.591
0.482
1.228
Page 113 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
B.2.3-6 (6) Max
Y
0.973
0.89
Story1
B.2.3-6 (6) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (6) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (7) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (7) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (7) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (7) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (8) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (8) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (8) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (8) Min
Y
1.008
0.923
1.092
Story1
B.2.3-7 (1)
X
0.011
0.007
1.551
1.093
Story1
B.2.3-7 (1)
Y
0.027
0.025
1.103
Story1
B.2.3-8 (1) Max
X
1
0.778
1.285
Story1
B.2.3-8 (1) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (1) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (1) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (2) Max
X
1
0.778
1.285
Story1
B.2.3-8 (2) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (2) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (2) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (3) Max
X
1
0.778
1.285
Story1
B.2.3-8 (3) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (3) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (3) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (4) Max
X
1
0.778
1.285
Story1
B.2.3-8 (4) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (4) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (4) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (5) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (5) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (5) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (5) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (6) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (6) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (6) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (6) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (7) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (7) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (7) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (7) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (8) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (8) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (8) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (8) Min
Y
0.77
0.705
1.092
Page 114 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.3-9
X
0.005
0.003
Story1
B.2.3-9
Y
0.011
0.01
1.12
Story1
B.2.3-10 (1) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (1) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (1) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (1) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (2) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (2) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (2) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (2) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (3) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (3) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (3) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (3) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (4) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (4) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (4) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (4) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (5) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (5) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (5) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (5) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (6) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (6) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (6) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (6) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (7) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (7) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (7) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (7) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (8) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (8) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (8) Min
X
0.588
0.475
1.238
1.596
Story1
B.2.3-10 (8) Min
Y
1.001
0.916
1.093
Story1
ENVOLVENTE DE SERVICIO Max
X
1.331
1.033
1.288
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.98
0.896
1.093
Story1
ENVOLVENTE DE SERVICIO Min
X
1.328
1.026
1.295
Story1
ENVOLVENTE DE SERVICIO Min
Y
1.008
0.923
1.092
Story1
ENVOLVENTE MAYORADA Max
X
1.903
1.478
1.287
Story1
ENVOLVENTE MAYORADA Max
Y
1.399
1.28
1.093
Story1
ENVOLVENTE MAYORADA Min
X
1.897
1.465
1.295
Story1
ENVOLVENTE MAYORADA Min
Y
1.449
1.327
1.092
Story1
B.2.3-3 (2)
X
0.008
0.005
1.589
Story1
B.2.3-3 (2)
Y
0.018
0.016
1.12
Story1
B.2.3-4 (2)
X
0.011
0.007
1.548
Page 115 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Story1
B.2.3-4 (2)
Y
0.027
0.025
1.103
Story1
B.2.3-7 (2)
X
0.011
0.007
1.548
Story1
B.2.3-7 (2)
Y
0.027
0.025
1.103
Story1
B.2.3-8 (9) Max
X
1
0.779
1.285
Story1
B.2.3-8 (9) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (9) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (9) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (10) Max
X
1
0.779
1.285
Story1
B.2.3-8 (10) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (10) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (10) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (11) Max
X
1
0.779
1.285
Story1
B.2.3-8 (11) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (11) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (11) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (12) Max
X
1
0.779
1.285
Story1
B.2.3-8 (12) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (12) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (12) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (13) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (13) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (13) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (13) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (14) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (14) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (14) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (14) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (15) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (15) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (15) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (15) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (16) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (16) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (16) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (16) Min
Y
0.77
0.705
1.092
Story1
B.2.4-2 (2)
X
0.016
0.011
1.53
Story1
B.2.4-2 (2)
Y
0.041
0.038
1.097
Story1
B.2.4-3 (2)
X
0.014
0.009
1.543
Story1
B.2.4-3 (2)
Y
0.034
0.031
1.102
Story1
B.2.4-4 (2)
X
0.014
0.009
1.546
Story1
B.2.4-4 (2)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (1) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (1) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (1) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (1) DER Min
Y
5.087
3.984
1.277
Page 116 of 290
Ratio
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.4-5 (2) DER Max
X
10.635
8.236
Story1
B.2.4-5 (2) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (2) DER Min
X
10.627
8.218
1.293
1.291
Story1
B.2.4-5 (2) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (3) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (3) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (3) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (3) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (4) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (4) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (4) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (4) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (5) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (5) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (5) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (5) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (6) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (6) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (6) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (6) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (7) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (7) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (7) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (7) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (8) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (8) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (8) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (8) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-7 (1) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (1) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (1) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (1) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (2) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (2) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (2) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (2) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (3) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (3) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (3) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (3) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (4) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (4) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (4) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (4) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (5) DER Max
X
4.715
3.823
1.233
Page 117 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
B.2.4-7 (5) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (5) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (5) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (6) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (6) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (6) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (6) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (7) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (7) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (7) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (7) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (8) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (8) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (8) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (8) DER Min
Y
7.939
7.264
1.093
Table 5.7 - Story Forces (Part 1 of 2) Story
Load Case/Combo
Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story3
DEAD
Top
2117.2
0
0
0
846880
Story3
DEAD
Bottom
4277.2
0
0
0
1710880
Story3
LIVE
Top
130.9
0
0
0
52360
Story3
LIVE
Bottom
130.9
0
0
0
52360
Story3
SX Max
Top
0
5497.6103
1084.6307
2071041.9403
0
Story3
SX Max
Bottom
0
5497.6103
1084.6307
2071041.9403
271157.6639
Story3
SY Max
Top
0
863.8848
5614.0162
2177506.3279
0
Story3
SY Max
Bottom
0
863.8848
5614.0162
2177506.3279
1403504.0486
Story3
Lr
Top
0
0
0
0
0
Story3
Lr
Bottom
0
0
0
0
0
Story3
EMPUJE
Top
0
0
0
0
0
Story3
EMPUJE
Bottom
0
0
0
0
0
Story3
GRANIZO
Top
187
0
0
0
74800
Story3
GRANIZO
Bottom
187
0
0
0
74800
Story3
Sx Estatico
Top
0
-5590.5023
0
2236200.9289
0
Story3
Sx Estatico
Bottom
0
-5590.5023
0
2236200.9289
0
Story3
Sy Estatico
Top
0
0
-5590.5023
-1884820
0
Story3
Sy Estatico
Bottom
0
0
-5590.5023
-1884820
1397625.5806
Story3
B.2.4-1
Top
2964.08
0
0
0
1185632
Story3
B.2.4-1
Bottom
5988.08
0
0
0
2395232
Story3
B.2.4-2 (1)
Top
2750.08
0
0
0
1100032
Story3
B.2.4-2 (1)
Bottom
5342.08
0
0
0
2136832
Story3
B.2.4-3 (1)
Top
2671.54
0
0
0
1068616
Story3
B.2.4-3 (1)
Bottom
5263.54
0
0
0
2105416
Story3
B.2.4-5 (1) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Story3
B.2.4-5 (1) Max
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Page 118 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.4-5 (1) Min
Top
B.2.4-5 (1) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
B.2.4-6
Top
1905.48
0
0
0
762192
Story3
B.2.4-6
Bottom
3849.48
0
Story3
B.2.4-7 (1) Max
Top
1905.48
1028.1601
0
0
1539792
494.514
486558.8796
Story3
B.2.4-7 (1) Max
Bottom
3849.48
1028.1601
762192
494.514
486558.8796
1663420.5057
Story3
B.2.4-7 (1) Min
Top
1905.48
Story3
B.2.4-7 (1) Min
Bottom
3849.48
-1028.1601
-494.514
-486558.8796
762192
-1028.1601
-494.514
-486558.8796
1416163.4943
Story3
B.2.3-1
Top
2117.2
Story3
B.2.3-1
Bottom
4277.2
0
0
0
846880
0
0
0
1710880
Story3
B.2.3-2
Top
Story3
B.2.3-2
Bottom
2248.1
0
0
0
899240
4408.1
0
0
0
1763240
Story3
B.2.3-3 (1)
Story3
B.2.3-3 (1)
Top
2117.2
0
0
0
846880
Bottom
4277.2
0
0
0
1710880
Story3
ExDIS Max
Story3
ExDIS Max
Top
0
981.8732
193.715
369888.0905
0
Bottom
0
981.8732
193.715
369888.0905
48428.7588
Story3
ExDIS Min
Story3
ExDIS Min
Top
0
-981.8732
-193.715
-369888.0905
0
Bottom
0
-981.8732
-193.715
-369888.0905
-48428.7588
Story3
EyDIS Max
Story3
EyDIS Max
Top
0
154.2898
1002.6633
388902.6302
0
Bottom
0
154.2898
1002.6633
388902.6302
250665.8231
Story3
EyDIS Min
Story3
EyDIS Min
Top
0
-154.2898
-1002.6633
-388902.6302
0
Bottom
0
-154.2898
-1002.6633
-388902.6302
-250665.8231
Story3
B.2.4-4 (1)
Story3
B.2.4-4 (1)
Top
2671.54
0
0
0
1068616
Bottom
5263.54
0
0
0
2105416
Story3
B.2.4-5 (2) Max
Story3
B.2.4-5 (2) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Story3
B.2.4-5 (2) Min
Top
Story3
B.2.4-5 (2) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (3) Max
Story3
B.2.4-5 (3) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Story3
B.2.4-5 (3) Min
Top
Story3
B.2.4-5 (3) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (4) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Story3 Story3
B.2.4-5 (4) Max
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
B.2.4-5 (4) Min
Top
2671.54
-1028.1601
-494.514
-486558.8796
1068616
Story3
B.2.4-5 (4) Min
Bottom
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (5) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story3
B.2.4-5 (5) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (5) Min
Top
2671.54
-448.8518
-1060.7778
-499869.0573
1068616
Story3
B.2.4-5 (5) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (6) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story3
B.2.4-5 (6) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (6) Min
Top
2671.54
-448.8518
-1060.7778
-499869.0573
1068616
Story3
B.2.4-5 (6) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (7) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story
Load Case/Combo
Story3 Story3 Story3
Page 119 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
T kgf-cm
MX kgf-cm
Story3
B.2.4-5 (7) Max
Bottom
5263.54
448.8518
Story3
B.2.4-5 (7) Min
Top
2671.54
-448.8518
1060.7778
499869.0573
2370610.4507
-1060.7778
-499869.0573
Story3
B.2.4-5 (7) Min
Bottom
5263.54
-448.8518
1068616
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (8) Max
Top
2671.54
Story3
B.2.4-5 (8) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
1068616
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (8) Min
Top
2671.54
Story3
B.2.4-5 (8) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1068616
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-7 (2) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (2) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (2) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (2) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (3) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (3) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (3) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (3) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (4) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (4) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (4) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (4) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (5) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (5) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (5) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (5) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (6) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (6) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (6) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (6) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (7) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (7) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (7) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (7) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (8) Max
Top
1905.48
Story3
B.2.4-7 (8) Max
Bottom
3849.48
448.8518
1060.7778
499869.0573
762192
448.8518
1060.7778
499869.0573
1804986.4507
Story3
B.2.4-7 (8) Min
Top
1905.48
Story3
B.2.4-7 (8) Min
Bottom
3849.48
-448.8518
-1060.7778
-499869.0573
762192
-448.8518
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.3-4 (1)
Top
2215.375
Story3
B.2.3-4 (1)
Bottom
4375.375
0
0
0
886150
0
0
0
1750150
Story3
B.2.3-5
Top
Story3
B.2.3-5
Bottom
2117.2
0
0
0
846880
4277.2
0
0
0
1710880
Story3
B.2.3-6 (1) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (1) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Story3
B.2.3-6 (1) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (1) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (2) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (2) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Page 120 of 290
VY kgf
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.3-6 (2) Min
Top
B.2.3-6 (2) Min
Bottom
2117.2
-719.7121
-346.1598
-340591.2157
846880
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (3) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3 Story3
B.2.3-6 (3) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
B.2.3-6 (3) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (3) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (4) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (4) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Story3
B.2.3-6 (4) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (4) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (5) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (5) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (5) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (5) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (6) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (6) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (6) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (6) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (7) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (7) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (7) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (7) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (8) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (8) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (8) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (8) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-7 (1)
Top
2215.375
0
0
0
886150
Story3
B.2.3-7 (1)
Bottom
4375.375
0
0
0
1750150
Story3
B.2.3-8 (1) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (1) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (1) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (1) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (2) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (2) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (2) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (2) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (3) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (3) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (3) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (3) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (4) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (4) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (4) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (4) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (5) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story
Load Case/Combo
Story3 Story3
Page 121 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
Story3
B.2.3-8 (5) Max
Bottom
4375.375
235.6472
Story3
B.2.3-8 (5) Min
Top
2215.375
-235.6472
Story3
B.2.3-8 (5) Min
Bottom
4375.375
-235.6472
-556.9083
Story3
B.2.3-8 (6) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (6) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (6) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (6) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-8 (7) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (7) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (7) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (7) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-8 (8) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (8) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (8) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (8) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-9
Top
1270.32
0
0
0
508128
Story3
B.2.3-9
Bottom
2566.32
0
0
0
1026528
Story3
B.2.3-10 (1) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (1) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (1) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (1) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (2) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (2) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (2) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (2) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (3) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (3) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (3) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (3) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (4) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (4) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (4) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (4) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (5) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (5) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (5) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (5) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
B.2.3-10 (6) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (6) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (6) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (6) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
B.2.3-10 (7) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (7) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (7) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (7) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Page 122 of 290
VY kgf
T kgf-cm
MX kgf-cm
556.9083
262431.2551
1889377.0866
-556.9083
-262431.2551
886150
-262431.2551
1610922.9134
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story3
B.2.3-10 (8) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (8) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (8) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (8) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
ENVOLVENTE DE SERVICIO Max
Top
2248.1
719.7121
742.5445
349908.3401
899240
Story3
ENVOLVENTE DE SERVICIO Max
Bottom
4408.1
719.7121
742.5445
349908.3401
1896516.1155
Story3
ENVOLVENTE DE SERVICIO Min
Top
1270.32
-719.7121
-742.5445
-349908.3401
508128
Story3
ENVOLVENTE DE SERVICIO Min
Bottom
2566.32
-719.7121
-742.5445
-349908.3401
840891.8845
Story3
ENVOLVENTE MAYORADA Max
Top
2964.08
1028.1601
1060.7778
499869.0573
1185632
Story3
ENVOLVENTE MAYORADA Max
Bottom
5988.08
1028.1601
1060.7778
499869.0573
2395232
Story3
ENVOLVENTE MAYORADA Min
Top
1905.48
-1028.1601
-1060.7778
-499869.0573
762192
Story3
ENVOLVENTE MAYORADA Min
Bottom
3849.48
-1028.1601
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.3-3 (2)
Top
2304.2
0
0
0
921680
Story3
B.2.3-3 (2)
Bottom
4464.2
0
0
0
1785680
Story3
B.2.3-4 (2)
Top
2355.625
0
0
0
942250
Story3
B.2.3-4 (2)
Bottom
4515.625
0
0
0
1806250
Story3
B.2.3-7 (2)
Top
2355.625
0
0
0
942250
Story3
B.2.3-7 (2)
Bottom
4515.625
0
0
0
1806250
Story3
B.2.3-8 (9) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (9) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (9) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (9) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (10) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (10) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (10) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (10) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (11) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (11) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (11) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (11) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (12) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (12) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (12) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (12) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (13) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (13) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (13) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Story3
B.2.3-8 (13) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Story3
B.2.3-8 (14) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (14) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (14) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Story3
B.2.3-8 (14) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Story3
B.2.3-8 (15) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (15) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (15) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Page 123 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Top
2355.625
235.6472
556.9083
262431.2551
942250
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
B.2.3-8 (16) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
B.2.3-8 (16) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Top
2843.58
0
0
0
1137432
Bottom
5435.58
0
0
0
2174232
Top
2970.74
0
0
0
1188296
B.2.4-3 (2)
Bottom
5562.74
0
0
0
2225096
B.2.4-4 (2)
Top
2765.04
0
0
0
1106016
Story3
B.2.4-4 (2)
Bottom
5357.04
0
0
0
2142816
Story3
B.2.4-5 (1) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (1) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (1) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (1) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (2) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (2) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (2) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (2) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (3) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (3) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (3) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (3) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (4) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (4) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (4) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (4) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (5) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (5) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (5) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (5) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (6) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (6) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (6) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (6) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (7) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (7) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (7) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (7) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (8) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (8) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (8) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (8) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-7 (1) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (1) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story
Load Case/Combo
Location
Story3
B.2.3-8 (15) Min
Story3
B.2.3-8 (16) Max
Story3
B.2.3-8 (16) Max
Story3 Story3 Story3
B.2.4-2 (2)
Story3
B.2.4-2 (2)
Story3
B.2.4-3 (2)
Story3 Story3
Page 124 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
B.2.4-7 (1) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
B.2.4-7 (1) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (2) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (2) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (2) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (2) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (3) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (3) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (3) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (3) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (4) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (4) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (4) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (4) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (5) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (5) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (5) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (5) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (6) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (6) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (6) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (6) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (7) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (7) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (7) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (7) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (8) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (8) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (8) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (8) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story2
DEAD
Top
31098.6405
0
0
0
9923198.0189
Story2
DEAD
Bottom
37578.6405
0
0
0
12385598
Story2
LIVE
Top
15521.9
0
0
0
4503425
Story2
LIVE
Bottom
15521.9
0
0
0
4503425
Story2
SX Max
Top
0
43375.07
6284.5472
13528629
271157.6639
Story2
SX Max
Bottom
0
43375.07
6284.5472
13528629
1759034.5111
Story2
SY Max
Top
0
5841.0157
43395.202
13637757
1403504.0486
Story2
SY Max
Bottom
0
5841.0157
43395.202
13637757
12111798
Story2
Lr
Top
0
0
0
0
0
Story2
Lr
Bottom
0
0
0
0
0
Story2
EMPUJE
Top
0
0
0
0
0
Story2
EMPUJE
Bottom
0
0
0
0
0
Story2
GRANIZO
Top
187
0
0
0
74800
Story2
GRANIZO
Bottom
187
0
0
0
74800
Story2
Sx Estatico
Top
0
-41892.3279
0
13751287
0
Story
Load Case/Combo
Story3 Story3
Page 125 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
Story2
Sx Estatico
Bottom
0
-41892.3279
0
13751287
0
Story2
Sy Estatico
Top
0
0
-41892.3279
-10345952
1397625.5806
Story2
Sy Estatico
Bottom
0
0
-41892.3279
-10345952
11870708
Story2
B.2.4-1
Top
43538.0966
0
0
0
13892477
Story2
B.2.4-1
Bottom
52610.0966
0
0
0
17339837
Story2
B.2.4-2 (1)
Top
62153.4086
0
0
0
19113318
Story2
B.2.4-2 (1)
Bottom
69929.4086
0
0
0
22068198
Story2
B.2.4-3 (1)
Top
52840.2686
0
0
0
16411263
Story2
B.2.4-3 (1)
Bottom
60616.2686
0
0
0
19366143
Story2
B.2.4-5 (1) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (1) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (1) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (1) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-6
Top
27988.7764
0
0
0
8930878.217
Story2
B.2.4-6
Bottom
33820.7764
0
0
0
11147038
Story2
B.2.4-7 (1) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (1) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (1) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (1) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.3-1
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-1
Bottom
37578.6405
0
0
0
12385598
Story2
B.2.3-2
Top
46620.5405
0
0
0
14426623
Story2
B.2.3-2
Bottom
53100.5405
0
0
0
16889023
Story2
B.2.3-3 (1)
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-3 (1)
Bottom
37578.6405
0
0
0
12385598
Story2
ExDIS Max
Top
0
7746.7875
1122.4201
2416213.0593
48428.7588
Story2
ExDIS Max
Bottom
0
7746.7875
1122.4201
2416213.0593
314163.5637
Story2
ExDIS Min
Top
0
-7746.7875
-1122.4201
-2416213
-48428.7588
Story2
ExDIS Min
Bottom
0
-7746.7875
-1122.4201
-2416213
-314163.5637
Story2
EyDIS Max
Top
0
1043.2054
7750.3831
2435703.4166
250665.8231
Story2
EyDIS Max
Bottom
0
1043.2054
7750.3831
2435703.4166
2163167.0941
Story2
EyDIS Min
Top
0
-1043.2054
-7750.3831
-2435703
-250665.8231
Story2
EyDIS Min
Bottom
0
-1043.2054
-7750.3831
-2435703
-2163167
Story2
B.2.4-4 (1)
Top
52840.2686
0
0
0
16411263
Story2
B.2.4-4 (1)
Bottom
60616.2686
0
0
0
19366143
Story2
B.2.4-5 (2) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (2) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (2) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (2) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (3) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (3) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (3) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (3) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (4) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (4) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Page 126 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
B.2.4-5 (4) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
B.2.4-5 (4) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (5) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (5) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (5) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (5) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (6) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (6) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (6) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (6) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (7) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (7) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (7) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (7) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (8) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (8) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (8) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (8) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-7 (2) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (2) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (2) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (2) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (3) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (3) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (3) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (3) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (4) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (4) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (4) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (4) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (5) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (5) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (5) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (5) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (6) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (6) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (6) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (6) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (7) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (7) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (7) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (7) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (8) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (8) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (8) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story
Load Case/Combo
Story2 Story2
Page 127 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story2
B.2.4-7 (8) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.3-4 (1)
Top
42740.0655
0
0
0
13300767
Story2
B.2.3-4 (1)
Bottom
49220.0655
0
0
0
15763167
Story2
B.2.3-5
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-5
Bottom
37578.6405
0
0
0
12385598
Story2
B.2.3-6 (1) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (1) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (1) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (1) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (2) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (2) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (2) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (2) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (3) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (3) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (3) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (3) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (4) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (4) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (4) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (4) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (5) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (5) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (5) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (5) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (6) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (6) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (6) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (6) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (7) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (7) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (7) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (7) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (8) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (8) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (8) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (8) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-7 (1)
Top
42740.0655
0
0
0
13300767
Story2
B.2.3-7 (1)
Bottom
49220.0655
0
0
0
15763167
Story2
B.2.3-8 (1) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (1) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (1) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (1) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (2) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (2) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Page 128 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
B.2.3-8 (2) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
B.2.3-8 (2) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (3) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (3) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (3) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (3) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (4) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (4) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (4) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (4) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (5) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (5) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (5) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (5) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (6) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (6) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (6) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (6) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (7) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (7) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (7) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (7) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (8) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (8) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (8) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (8) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-9
Top
18659.1843
0
0
0
5953918.8113
Story2
B.2.3-9
Bottom
22547.1843
0
0
0
7431358.8113
Story2
B.2.3-10 (1) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (1) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (1) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (1) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (2) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (2) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (2) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (2) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (3) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (3) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (3) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (3) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (4) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (4) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (4) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (4) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (5) Max
Top
18659.1843
2357.0692
5660.9764
2212397.1341
6139554.9268
Story
Load Case/Combo
Story2 Story2
Page 129 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
5641.8244
5660.9764
2212397.1341
14426623
5641.8244
5660.9764
2212397.1341
16948310
-5641.8244
-5660.9764
-2212397
5768282.6958
-5660.9764
-2212397
5851167.4971
8087.1091
3160567.3344
19113318
8059.7491
8087.1091
3160567.3344
22068198
-8059.7491
-8087.1091
-3160567
8665683.7663
-8059.7491
-8087.1091
-3160567
8889622.0538
0
0
0
9997998.0189
37765.6405
0
0
0
12460398
42880.3155
0
0
0
13356867
49360.3155
0
0
0
15819267
42880.3155
0
0
0
13356867
Story
Load Case/Combo
Location
Story2
B.2.3-10 (5) Max
Bottom
22547.1843
Story2
B.2.3-10 (5) Min
Top
18659.1843
Story2
B.2.3-10 (5) Min
Bottom
22547.1843
-2357.0692
Story2
B.2.3-10 (6) Max
Top
18659.1843
Story2
B.2.3-10 (6) Max
Bottom
22547.1843
Story2
B.2.3-10 (6) Min
Top
18659.1843
Story2
B.2.3-10 (6) Min
Bottom
22547.1843
Story2
B.2.3-10 (7) Max
Top
18659.1843
Story2
B.2.3-10 (7) Max
Bottom
22547.1843
Story2
B.2.3-10 (7) Min
Top
18659.1843
Story2
B.2.3-10 (7) Min
Bottom
22547.1843
Story2
B.2.3-10 (8) Max
Top
18659.1843
Story2
B.2.3-10 (8) Max
Bottom
22547.1843
Story2
B.2.3-10 (8) Min
Top
18659.1843
Story2
B.2.3-10 (8) Min
Bottom
22547.1843
Story2
ENVOLVENTE DE SERVICIO Max
Top
46620.5405
Story2
ENVOLVENTE DE SERVICIO Max
Bottom
53100.5405
Story2
ENVOLVENTE DE SERVICIO Min
Top
18659.1843
Story2
ENVOLVENTE DE SERVICIO Min
Bottom
22547.1843
-5641.8244
Story2
ENVOLVENTE MAYORADA Max
Top
62153.4086
8059.7491
Story2
ENVOLVENTE MAYORADA Max
Bottom
69929.4086
Story2
ENVOLVENTE MAYORADA Min
Top
27988.7764
Story2
ENVOLVENTE MAYORADA Min
Bottom
33820.7764
Story2
B.2.3-3 (2)
Top
31285.6405
Story2
B.2.3-3 (2)
Bottom
Story2
B.2.3-4 (2)
Top
Story2
B.2.3-4 (2)
Bottom
Story2
B.2.3-7 (2)
Top
Story2
B.2.3-7 (2)
Bottom
49360.3155
0
0
0
15819267
Story2
B.2.3-8 (9) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (9) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (9) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (9) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (10) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (10) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (10) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (10) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (11) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (11) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (11) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (11) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (12) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (12) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (12) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (12) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Page 130 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.3-8 (13) Max
Top
42880.3155
B.2.3-8 (13) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
B.2.3-8 (13) Min
Top
42880.3155
-1767.8019
-4245.7323
-1659298
13217640
Story2
B.2.3-8 (13) Min
Story2
B.2.3-8 (14) Max
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
14634123
Top
42880.3155
1767.8019
4245.7323
1659297.8505
13496094
Story2
B.2.3-8 (14) Max
Bottom
49360.3155
Story2
B.2.3-8 (14) Min
Top
42880.3155
1767.8019
4245.7323
1659297.8505
17004410
-1767.8019
-4245.7323
-1659298
Story2
B.2.3-8 (14) Min
Bottom
49360.3155
-1767.8019
13217640
-4245.7323
-1659298
14634123
Story2
B.2.3-8 (15) Max
Top
42880.3155
Story2
B.2.3-8 (15) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
Story2
B.2.3-8 (15) Min
Top
42880.3155
Story2
B.2.3-8 (15) Min
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
13217640
-1767.8019
-4245.7323
-1659298
14634123
Story2
B.2.3-8 (16) Max
Top
42880.3155
Story2
B.2.3-8 (16) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
Story2
B.2.3-8 (16) Min
Top
42880.3155
Story2
B.2.3-8 (16) Min
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
13217640
-1767.8019
-4245.7323
-1659298
14634123
Story2
B.2.4-2 (2)
Top
Story2
B.2.4-2 (2)
Bottom
62246.9086
0
0
0
19150718
70022.9086
0
0
0
Story2
B.2.4-3 (2)
22105598
Top
53139.4686
0
0
0
Story2
B.2.4-3 (2)
16530943
Bottom
60915.4686
0
0
0
19485823
Story2 Story2
B.2.4-4 (2)
Top
52933.7686
0
0
0
16448663
B.2.4-4 (2)
Bottom
60709.7686
0
0
0
19403543
Story2
B.2.4-5 (1) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (1) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (1) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (1) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (2) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (2) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (2) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (2) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (3) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (3) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (3) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (3) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (4) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (4) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (4) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (4) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (5) DER Max
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Story2
B.2.4-5 (5) DER Max
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
Story2
B.2.4-5 (5) DER Min
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Story2
B.2.4-5 (5) DER Min
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Story2
B.2.4-5 (6) DER Max
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Story2
B.2.4-5 (6) DER Max
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
Story2
B.2.4-5 (6) DER Min
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Story
Load Case/Combo
Story2 Story2 Story2
Page 131 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) T kgf-cm
MX kgf-cm
-18853.5367 -45280.5662
-17696346
6726634.4302
18853.5367
45280.5662
17696346
17896114
60616.2686
18853.5367
45280.5662
17696346
32005651
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Top
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
18853.5367
45280.5662
17696346
10415730
33820.7764
18853.5367
45280.5662
17696346
23786546
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
33820.7764
18853.5367
45280.5662
17696346
23786546
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
Bottom
33820.7764
18853.5367
45280.5662
17696346
23786546
Top
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
B.2.4-7 (8) DER Max
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
B.2.4-7 (8) DER Max
Bottom
33820.7764
18853.5367
45280.5662
17696346
23786546
Story2
B.2.4-7 (8) DER Min
Top
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Story2
B.2.4-7 (8) DER Min
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Story1
DEAD
Top
64400.0809
0
0
0
20597916
Story1
DEAD
Bottom
70880.0809
0
0
0
23060316
Story1
LIVE
Top
22115.46
0
0
0
6068960.4
Story1
LIVE
Bottom
22115.46
0
0
0
6068960.4
Story
P kgf
Load Case/Combo
Location
Story2
B.2.4-5 (6) DER Min
Bottom
60616.2686
Story2
B.2.4-5 (7) DER Max
Top
52840.2686
Story2
B.2.4-5 (7) DER Max
Bottom
Story2
B.2.4-5 (7) DER Min
Story2
B.2.4-5 (7) DER Min
Story2
B.2.4-5 (8) DER Max
Story2
B.2.4-5 (8) DER Max
Story2
B.2.4-5 (8) DER Min
Top
Story2
B.2.4-5 (8) DER Min
Story2
B.2.4-7 (1) DER Max
Story2
B.2.4-7 (1) DER Max
Bottom
Story2
B.2.4-7 (1) DER Min
Top
Story2
B.2.4-7 (1) DER Min
Bottom
Story2
B.2.4-7 (2) DER Max
Top
Story2
B.2.4-7 (2) DER Max
Bottom
Story2
B.2.4-7 (2) DER Min
Top
Story2
B.2.4-7 (2) DER Min
Bottom
Story2
B.2.4-7 (3) DER Max
Top
Story2
B.2.4-7 (3) DER Max
Bottom
Story2
B.2.4-7 (3) DER Min
Top
Story2
B.2.4-7 (3) DER Min
Bottom
Story2
B.2.4-7 (4) DER Max
Top
Story2
B.2.4-7 (4) DER Max
Bottom
Story2
B.2.4-7 (4) DER Min
Top
Story2
B.2.4-7 (4) DER Min
Bottom
Story2
B.2.4-7 (5) DER Max
Top
Story2
B.2.4-7 (5) DER Max
Bottom
Story2
B.2.4-7 (5) DER Min
Top
Story2
B.2.4-7 (5) DER Min
Story2
B.2.4-7 (6) DER Max
Story2
B.2.4-7 (6) DER Max
Bottom
Story2
B.2.4-7 (6) DER Min
Top
Story2
B.2.4-7 (6) DER Min
Bottom
Story2
B.2.4-7 (7) DER Max
Story2
B.2.4-7 (7) DER Max
Story2
B.2.4-7 (7) DER Min
Story2
B.2.4-7 (7) DER Min
Story2 Story2
VX kgf
Page 132 of 290
VY kgf
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
SX Max
Top
0
64211.7327
9316.4512
19884187
1759034.5111
SX Max
Bottom
0
64211.7327
9316.4512
19884187
4048407.5949
Story1
SY Max
Top
0
8584.4443
64212.7646
19910260
12111798
Story1
SY Max
Bottom
0
8584.4443
64212.7646
19910260
27934138
Story1
Lr
Top
0
0
0
0
0
Story1
Lr
Bottom
0
0
0
0
0
Story1
EMPUJE
Top
0
0
0
0
0
Story1
EMPUJE
Bottom
0
0
0
0
0
Story1
GRANIZO
Top
187
0
0
0
74800
Story1
GRANIZO
Bottom
187
0
0
0
74800
Story1
Sx Estatico
Top
0
-61302.2053
0
19974647
0
Story1
Sx Estatico
Bottom
0
-61302.2053
0
19974647
0
Story1
Sy Estatico
Top
0
0
-61302.2053
-14789912
11870708
Story1
Sy Estatico
Bottom
0
0
-61302.2053
-14789912
27196259
Story1
B.2.4-1
Top
90160.1133
0
0
0
28837082
Story1
B.2.4-1
Bottom
99232.1133
0
0
0
32284442
Story1
B.2.4-2 (1)
Top
112664.8331
0
0
0
34427836
Story1
B.2.4-2 (1)
Bottom
120440.8331
0
0
0
37382716
Story1
B.2.4-3 (1)
Top
99395.5571
0
0
0
30786460
Story1
B.2.4-3 (1)
Bottom
107171.5571
0
0
0
33741340
Story1
B.2.4-5 (1) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (1) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (1) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (1) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-6
Top
57960.0728
0
0
0
18538124
Story1
B.2.4-6
Bottom
63792.0728
0
0
0
20754284
Story1
B.2.4-7 (1) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (1) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (1) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (1) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.3-1
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-1
Bottom
70880.0809
0
0
0
23060316
Story1
B.2.3-2
Top
86515.5409
0
0
0
26666876
Story1
B.2.3-2
Bottom
92995.5409
0
0
0
29129276
Story1
B.2.3-3 (1)
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-3 (1)
Bottom
70880.0809
0
0
0
23060316
Story1
ExDIS Max
Top
0
11468.2155
1663.9182
3551315.8325
314163.5637
Story1
ExDIS Max
Bottom
0
11468.2155
1663.9182
3551315.8325
723045.5965
Story1
ExDIS Min
Top
0
-11468.2155
-1663.9182
-3551316
-314163.5637
Story1
ExDIS Min
Bottom
0
-11468.2155
-1663.9182
-3551316
-723045.5965
Story1
EyDIS Max
Top
0
1533.1817
11468.3998
3555972.4606
2163167.0941
Story1
EyDIS Max
Bottom
0
1533.1817
11468.3998
3555972.4606
4989037.1311
Story1
EyDIS Min
Top
0
-1533.1817
-11468.3998
-3555972
-2163167
Story1
EyDIS Min
Bottom
0
-1533.1817
-11468.3998
-3555972
-4989037
Story1
B.2.4-4 (1)
Top
99395.5571
0
0
0
30786460
Story
Load Case/Combo
Story1 Story1
Page 133 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Load Case/Combo
Location
P kgf
Story1
B.2.4-4 (1)
Bottom
107171.5571
0
0
0
33741340
Story1
B.2.4-5 (2) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (2) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (2) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (2) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (3) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (3) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (3) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (3) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (4) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (4) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (4) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (4) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (5) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (5) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (5) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (5) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (6) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (6) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (6) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (6) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (7) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (7) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (7) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (7) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (8) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (8) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (8) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (8) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-7 (2) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (2) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (2) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (2) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (3) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (3) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (3) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (3) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (4) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (4) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (4) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (4) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (5) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (5) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (5) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (5) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story
VX kgf
Page 134 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story1
B.2.4-7 (6) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (6) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (6) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (6) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.4-7 (7) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (7) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (7) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (7) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.4-7 (8) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (8) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (8) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (8) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.3-4 (1)
Top
80986.6759
0
0
0
25149636
Story1
B.2.3-4 (1)
Bottom
87466.6759
0
0
0
27612036
Story1
B.2.3-5
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-5
Bottom
70880.0809
0
0
0
23060316
Story1
B.2.3-6 (1) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (1) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (1) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (1) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (2) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (2) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (2) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (2) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (3) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (3) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (3) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (3) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (4) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (4) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (4) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (4) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (5) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (5) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (5) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (5) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (6) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (6) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (6) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (6) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (7) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (7) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (7) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (7) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (8) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Page 135 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
Story1
B.2.3-6 (8) Max
Bottom
70880.0809
Story1
B.2.3-6 (8) Min
Top
64400.0809
Story1
B.2.3-6 (8) Min
Bottom
70880.0809
Story1
B.2.3-7 (1)
Top
Story1
B.2.3-7 (1)
Bottom
Story1
B.2.3-8 (1) Max
Story1 Story1
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
3481.5525
8377.3026
3234957.0472
26704482
-3481.5525
-8377.3026
-3234957
19017725
-3481.5525
-8377.3026
-3234957
19416150
80986.6759
0
0
0
25149636
87466.6759
0
0
0
27612036
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
B.2.3-8 (1) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
B.2.3-8 (1) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (1) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (2) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (2) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (2) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (2) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (3) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (3) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (3) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (3) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (4) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (4) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (4) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (4) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (5) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (5) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (5) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (5) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (6) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (6) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (6) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (6) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (7) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (7) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (7) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (7) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (8) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (8) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (8) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (8) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-9
Top
38640.0486
0
0
0
12358750
Story1
B.2.3-9
Bottom
42528.0486
0
0
0
13836190
Story1
B.2.3-10 (1) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (1) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (1) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (1) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (2) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (2) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Page 136 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
B.2.3-10 (2) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
B.2.3-10 (2) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (3) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (3) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (3) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (3) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (4) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (4) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (4) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (4) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (5) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (5) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (5) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (5) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (6) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (6) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (6) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (6) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (7) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (7) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (7) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (7) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (8) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (8) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (8) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (8) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
ENVOLVENTE DE SERVICIO Max
Top
86515.5409
8349.719
8377.3026
3234957.0472
26666876
Story1
ENVOLVENTE DE SERVICIO Max
Bottom
92995.5409
8349.719
8377.3026
3234957.0472
30345161
Story1
ENVOLVENTE DE SERVICIO Min
Top
38640.0486
-8349.719
-8377.3026
-3234957
10778558
Story1
ENVOLVENTE DE SERVICIO Min
Bottom
42528.0486
-8349.719
-8377.3026
-3234957
10192024
Story1
ENVOLVENTE MAYORADA Max
Top
112664.8331
11928.17
11967.5752
4621367.2103
34427836
Story1
ENVOLVENTE MAYORADA Max
Bottom
120440.8331
11928.17
11967.5752
4621367.2103
38947290
Story1
ENVOLVENTE MAYORADA Min
Top
57960.0728
-11928.17
-11967.5752
-4621367
16280708
Story1
ENVOLVENTE MAYORADA Min
Bottom
63792.0728
-11928.17
-11967.5752
-4621367
15548334
Story1
B.2.3-3 (2)
Top
64587.0809
0
0
0
20672716
Story1
B.2.3-3 (2)
Bottom
71067.0809
0
0
0
23135116
Story1
B.2.3-4 (2)
Top
81126.9259
0
0
0
25205736
Story1
B.2.3-4 (2)
Bottom
87606.9259
0
0
0
27668136
Story1
B.2.3-7 (2)
Top
81126.9259
0
0
0
25205736
Story1
B.2.3-7 (2)
Bottom
87606.9259
0
0
0
27668136
Story1
B.2.3-8 (9) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story1
B.2.3-8 (9) Max
Bottom
87606.9259
6262.2892
2679.83
2424506.4746
28833509
Story1
B.2.3-8 (9) Min
Top
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Story1
B.2.3-8 (9) Min
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
Story1
B.2.3-8 (10) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story
Load Case/Combo
Story1 Story1
Page 137 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
6262.2892
2679.83
2424506.4746
28833509
-6262.2892
-2679.83
-2424506
24700102
-2679.83
-2424506
26502764
6262.2892
2679.83
2424506.4746
25711371
6262.2892
2679.83
2424506.4746
28833509
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
B.2.3-8 (12) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story1
B.2.3-8 (12) Max
Bottom
87606.9259
6262.2892
2679.83
2424506.4746
28833509
Story1
B.2.3-8 (12) Min
Top
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Story1
B.2.3-8 (12) Min
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
Story1
B.2.3-8 (13) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (13) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (13) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (13) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (14) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (14) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (14) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (14) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (15) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (15) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (15) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (15) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (16) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (16) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (16) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (16) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.4-2 (2)
Top
112758.3331
0
0
0
34465236
Story1
B.2.4-2 (2)
Bottom
120534.3331
0
0
0
37420116
Story1
B.2.4-3 (2)
Top
99694.7571
0
0
0
30906140
Story1
B.2.4-3 (2)
Bottom
107470.7571
0
0
0
33861020
Story1
B.2.4-4 (2)
Top
99489.0571
0
0
0
30823860
Story1
B.2.4-4 (2)
Bottom
107265.0571
0
0
0
33778740
Story1
B.2.4-5 (1) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (1) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (1) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (1) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (2) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (2) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (2) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (2) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (3) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (3) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (3) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (3) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story
Load Case/Combo
Location
Story1
B.2.3-8 (10) Max
Bottom
87606.9259
Story1
B.2.3-8 (10) Min
Top
81126.9259
Story1
B.2.3-8 (10) Min
Bottom
87606.9259
-6262.2892
Story1
B.2.3-8 (11) Max
Top
81126.9259
Story1
B.2.3-8 (11) Max
Bottom
87606.9259
Story1
B.2.3-8 (11) Min
Top
Story1
B.2.3-8 (11) Min
Story1
Page 138 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story1
B.2.4-5 (4) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (4) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (4) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (4) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (5) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (5) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (5) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (5) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (6) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (6) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (6) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (6) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (7) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (7) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (7) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (7) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (8) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (8) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (8) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (8) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-7 (1) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (1) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (1) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (1) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (2) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (2) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (2) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (2) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (3) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (3) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (3) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (3) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (4) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (4) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (4) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (4) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (5) DER Max
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Story1
B.2.4-7 (5) DER Max
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Story1
B.2.4-7 (5) DER Min
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Story1
B.2.4-7 (5) DER Min
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story1
B.2.4-7 (6) DER Max
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Story1
B.2.4-7 (6) DER Max
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Story1
B.2.4-7 (6) DER Min
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Story1
B.2.4-7 (6) DER Min
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story1
B.2.4-7 (7) DER Max
Top
57960.0728
27847.9641
25875516
31177633
Page 139 of 290
67007.6999
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) VX kgf
VY kgf
63792.0728
27847.9641
67007.6999
25875516
49902945
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story
Load Case/Combo
Location
Story1
B.2.4-7 (7) DER Max
Bottom
Story1
B.2.4-7 (7) DER Min
Top
Story1
B.2.4-7 (7) DER Min
Bottom
Story1
B.2.4-7 (8) DER Max
Story1
B.2.4-7 (8) DER Max
Story1
B.2.4-7 (8) DER Min
Story1
B.2.4-7 (8) DER Min
P kgf
Table 5.7 - Story Forces (Part 2 of 2) Location
MY kgf-cm
DEAD
Top
-711805.8
DEAD
Bottom
-1444046
LIVE
Top
-49283.85
Story3
LIVE
Bottom
-49283.85
Story3
SX Max
Top
0
Story3
SX Max
Bottom
1374402.5677
Story3
SY Max
Top
0
Story3
SY Max
Bottom
215971.2027
Story3
Lr
Top
0
Story3
Lr
Bottom
0
Story3
EMPUJE
Top
0
Story3
EMPUJE
Bottom
0
Story3
GRANIZO
Top
-70405.5
Story3
GRANIZO
Bottom
-70405.5
Story3
Sx Estatico
Top
0
Story3
Sx Estatico
Bottom
-1397626
Story3
Sy Estatico
Top
0
Story3
Sy Estatico
Bottom
0
Story3
B.2.4-1
Top
-996528.12
Story3
B.2.4-1
Bottom
-2021664
Story3
B.2.4-2 (1)
Top
-933021.12
Story3
B.2.4-2 (1)
Bottom
-1811709
Story3
B.2.4-3 (1)
Top
-903450.81
Story3
B.2.4-3 (1)
Bottom
-1782139
Story3
B.2.4-5 (1) Max
Top
-903450.81
Story3
B.2.4-5 (1) Max
Bottom
-1525099
Story3
B.2.4-5 (1) Min
Top
-903450.81
Story3
B.2.4-5 (1) Min
Bottom
-2039179
Story3
B.2.4-6
Top
-640625.22
Story3
B.2.4-6
Bottom
-1299641
Story3
B.2.4-7 (1) Max
Top
-640625.22
Story3
B.2.4-7 (1) Max
Bottom
-1042601
Story3
B.2.4-7 (1) Min
Top
-640625.22
Story3
B.2.4-7 (1) Min
Bottom
-1556681
Story
Load Case/Combo
Story3 Story3 Story3
Page 140 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.3-1
Top
-711805.8
B.2.3-1
Bottom
-1444046
B.2.3-2
Top
-761089.65
Story3
B.2.3-2
Bottom
-1493330
Story3
B.2.3-3 (1)
Top
-711805.8
Story3
B.2.3-3 (1)
Bottom
-1444046
Story3
ExDIS Max
Top
0
Story3
ExDIS Max
Bottom
245468.2986
Story3
ExDIS Min
Top
0
Story3
ExDIS Min
Bottom
-245468.2986
Story3
EyDIS Max
Top
0
Story3
EyDIS Max
Bottom
38572.4568
Story3
EyDIS Min
Top
0
Story3
EyDIS Min
Bottom
-38572.4568
Story3
B.2.4-4 (1)
Top
-903450.81
Story3
B.2.4-4 (1)
Bottom
-1782139
Story3
B.2.4-5 (2) Max
Top
-903450.81
Story3
B.2.4-5 (2) Max
Bottom
-1525099
Story3
B.2.4-5 (2) Min
Top
-903450.81
Story3
B.2.4-5 (2) Min
Bottom
-2039179
Story3
B.2.4-5 (3) Max
Top
-903450.81
Story3
B.2.4-5 (3) Max
Bottom
-1525099
Story3
B.2.4-5 (3) Min
Top
-903450.81
Story3
B.2.4-5 (3) Min
Bottom
-2039179
Story3
B.2.4-5 (4) Max
Top
-903450.81
Story3
B.2.4-5 (4) Max
Bottom
-1525099
Story3
B.2.4-5 (4) Min
Top
-903450.81
Story3
B.2.4-5 (4) Min
Bottom
-2039179
Story3
B.2.4-5 (5) Max
Top
-903450.81
Story3
B.2.4-5 (5) Max
Bottom
-1669926
Story3
B.2.4-5 (5) Min
Top
-903450.81
Story3
B.2.4-5 (5) Min
Bottom
-1894352
Story3
B.2.4-5 (6) Max
Top
-903450.81
Story3
B.2.4-5 (6) Max
Bottom
-1669926
Story3
B.2.4-5 (6) Min
Top
-903450.81
Story3
B.2.4-5 (6) Min
Bottom
-1894352
Story3
B.2.4-5 (7) Max
Top
-903450.81
Story3
B.2.4-5 (7) Max
Bottom
-1669926
Story3
B.2.4-5 (7) Min
Top
-903450.81
Story3
B.2.4-5 (7) Min
Bottom
-1894352
Story3
B.2.4-5 (8) Max
Top
-903450.81
Story3
B.2.4-5 (8) Max
Bottom
-1669926
Story3
B.2.4-5 (8) Min
Top
-903450.81
Story3
B.2.4-5 (8) Min
Bottom
-1894352
Story3
B.2.4-7 (2) Max
Top
-640625.22
Story
Load Case/Combo
Story3 Story3 Story3
Page 141 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.4-7 (2) Max
Bottom
-1042601
Story3
B.2.4-7 (2) Min
Top
-640625.22
Story3
B.2.4-7 (2) Min
Bottom
-1556681
Story3
B.2.4-7 (3) Max
Top
-640625.22
Story3
B.2.4-7 (3) Max
Bottom
-1042601
Story3
B.2.4-7 (3) Min
Top
-640625.22
Story3
B.2.4-7 (3) Min
Bottom
-1556681
Story3
B.2.4-7 (4) Max
Top
-640625.22
Story3
B.2.4-7 (4) Max
Bottom
-1042601
Story3
B.2.4-7 (4) Min
Top
-640625.22
Story3
B.2.4-7 (4) Min
Bottom
-1556681
Story3
B.2.4-7 (5) Max
Top
-640625.22
Story3
B.2.4-7 (5) Max
Bottom
-1187428
Story3
B.2.4-7 (5) Min
Top
-640625.22
Story3
B.2.4-7 (5) Min
Bottom
-1411854
Story3
B.2.4-7 (6) Max
Top
-640625.22
Story3
B.2.4-7 (6) Max
Bottom
-1187428
Story3
B.2.4-7 (6) Min
Top
-640625.22
Story3
B.2.4-7 (6) Min
Bottom
-1411854
Story3
B.2.4-7 (7) Max
Top
-640625.22
Story3
B.2.4-7 (7) Max
Bottom
-1187428
Story3
B.2.4-7 (7) Min
Top
-640625.22
Story3
B.2.4-7 (7) Min
Bottom
-1411854
Story3
B.2.4-7 (8) Max
Top
-640625.22
Story3
B.2.4-7 (8) Max
Bottom
-1187428
Story3
B.2.4-7 (8) Min
Top
-640625.22
Story3
B.2.4-7 (8) Min
Bottom
-1411854
Story3
B.2.3-4 (1)
Top
-748768.6875
Story3
B.2.3-4 (1)
Bottom
-1481009
Story3
B.2.3-5
Top
-711805.8
Story3
B.2.3-5
Bottom
-1444046
Story3
B.2.3-6 (1) Max
Top
-711805.8
Story3
B.2.3-6 (1) Max
Bottom
-1264118
Story3
B.2.3-6 (1) Min
Top
-711805.8
Story3
B.2.3-6 (1) Min
Bottom
-1623974
Story3
B.2.3-6 (2) Max
Top
-711805.8
Story3
B.2.3-6 (2) Max
Bottom
-1264118
Story3
B.2.3-6 (2) Min
Top
-711805.8
Story3
B.2.3-6 (2) Min
Bottom
-1623974
Story3
B.2.3-6 (3) Max
Top
-711805.8
Story3
B.2.3-6 (3) Max
Bottom
-1264118
Story3
B.2.3-6 (3) Min
Top
-711805.8
Story3
B.2.3-6 (3) Min
Bottom
-1623974
Story3
B.2.3-6 (4) Max
Top
-711805.8
Story3
B.2.3-6 (4) Max
Bottom
-1264118
Page 142 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.3-6 (4) Min
Top
-711805.8
B.2.3-6 (4) Min
Bottom
-1623974
Story3
B.2.3-6 (5) Max
Top
-711805.8
Story3
B.2.3-6 (5) Max
Bottom
-1365497
Story3
B.2.3-6 (5) Min
Top
-711805.8
Story3
B.2.3-6 (5) Min
Bottom
-1522595
Story3
B.2.3-6 (6) Max
Top
-711805.8
Story3
B.2.3-6 (6) Max
Bottom
-1365497
Story3
B.2.3-6 (6) Min
Top
-711805.8
Story3
B.2.3-6 (6) Min
Bottom
-1522595
Story3
B.2.3-6 (7) Max
Top
-711805.8
Story3
B.2.3-6 (7) Max
Bottom
-1365497
Story3
B.2.3-6 (7) Min
Top
-711805.8
Story3
B.2.3-6 (7) Min
Bottom
-1522595
Story3
B.2.3-6 (8) Max
Top
-711805.8
Story3
B.2.3-6 (8) Max
Bottom
-1365497
Story3
B.2.3-6 (8) Min
Top
-711805.8
Story3
B.2.3-6 (8) Min
Bottom
-1522595
Story3
B.2.3-7 (1)
Top
-748768.6875
Story3
B.2.3-7 (1)
Bottom
-1481009
Story3
B.2.3-8 (1) Max
Top
-748768.6875
Story3
B.2.3-8 (1) Max
Bottom
-1346063
Story3
B.2.3-8 (1) Min
Top
-748768.6875
Story3
B.2.3-8 (1) Min
Bottom
-1615955
Story3
B.2.3-8 (2) Max
Top
-748768.6875
Story3
B.2.3-8 (2) Max
Bottom
-1346063
Story3
B.2.3-8 (2) Min
Top
-748768.6875
Story3
B.2.3-8 (2) Min
Bottom
-1615955
Story3
B.2.3-8 (3) Max
Top
-748768.6875
Story3
B.2.3-8 (3) Max
Bottom
-1346063
Story3
B.2.3-8 (3) Min
Top
-748768.6875
Story3
B.2.3-8 (3) Min
Bottom
-1615955
Story3
B.2.3-8 (4) Max
Top
-748768.6875
Story3
B.2.3-8 (4) Max
Bottom
-1346063
Story3
B.2.3-8 (4) Min
Top
-748768.6875
Story3
B.2.3-8 (4) Min
Bottom
-1615955
Story3
B.2.3-8 (5) Max
Top
-748768.6875
Story3
B.2.3-8 (5) Max
Bottom
-1422097
Story3
B.2.3-8 (5) Min
Top
-748768.6875
Story3
B.2.3-8 (5) Min
Bottom
-1539920
Story3
B.2.3-8 (6) Max
Top
-748768.6875
Story3
B.2.3-8 (6) Max
Bottom
-1422097
Story3
B.2.3-8 (6) Min
Top
-748768.6875
Story3
B.2.3-8 (6) Min
Bottom
-1539920
Story3
B.2.3-8 (7) Max
Top
-748768.6875
Story
Load Case/Combo
Story3 Story3
Page 143 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.3-8 (7) Max
Bottom
-1422097
Story3
B.2.3-8 (7) Min
Top
-748768.6875
Story3
B.2.3-8 (7) Min
Bottom
-1539920
Story3
B.2.3-8 (8) Max
Top
-748768.6875
Story3
B.2.3-8 (8) Max
Bottom
-1422097
Story3
B.2.3-8 (8) Min
Top
-748768.6875
Story3
B.2.3-8 (8) Min
Bottom
-1539920
Story3
B.2.3-9
Top
-427083.48
Story3
B.2.3-9
Bottom
-866427.48
Story3
B.2.3-10 (1) Max
Top
-427083.48
Story3
B.2.3-10 (1) Max
Bottom
-686499.4551
Story3
B.2.3-10 (1) Min
Top
-427083.48
Story3
B.2.3-10 (1) Min
Bottom
-1046356
Story3
B.2.3-10 (2) Max
Top
-427083.48
Story3
B.2.3-10 (2) Max
Bottom
-686499.4551
Story3
B.2.3-10 (2) Min
Top
-427083.48
Story3
B.2.3-10 (2) Min
Bottom
-1046356
Story3
B.2.3-10 (3) Max
Top
-427083.48
Story3
B.2.3-10 (3) Max
Bottom
-686499.4551
Story3
B.2.3-10 (3) Min
Top
-427083.48
Story3
B.2.3-10 (3) Min
Bottom
-1046356
Story3
B.2.3-10 (4) Max
Top
-427083.48
Story3
B.2.3-10 (4) Max
Bottom
-686499.4551
Story3
B.2.3-10 (4) Min
Top
-427083.48
Story3
B.2.3-10 (4) Min
Bottom
-1046356
Story3
B.2.3-10 (5) Max
Top
-427083.48
Story3
B.2.3-10 (5) Max
Bottom
-787878.4175
Story3
B.2.3-10 (5) Min
Top
-427083.48
Story3
B.2.3-10 (5) Min
Bottom
-944976.5425
Story3
B.2.3-10 (6) Max
Top
-427083.48
Story3
B.2.3-10 (6) Max
Bottom
-787878.4175
Story3
B.2.3-10 (6) Min
Top
-427083.48
Story3
B.2.3-10 (6) Min
Bottom
-944976.5425
Story3
B.2.3-10 (7) Max
Top
-427083.48
Story3
B.2.3-10 (7) Max
Bottom
-787878.4175
Story3
B.2.3-10 (7) Min
Top
-427083.48
Story3
B.2.3-10 (7) Min
Bottom
-944976.5425
Story3
B.2.3-10 (8) Max
Top
-427083.48
Story3
B.2.3-10 (8) Max
Bottom
-787878.4175
Story3
B.2.3-10 (8) Min
Top
-427083.48
Story3
B.2.3-10 (8) Min
Bottom
-944976.5425
Story3
ENVOLVENTE DE SERVICIO Max
Top
-427083.48
Story3
ENVOLVENTE DE SERVICIO Max
Bottom
-686499.4551
Story3
ENVOLVENTE DE SERVICIO Min
Top
-761089.65
Story3
ENVOLVENTE DE SERVICIO Min
Bottom
-1623974
Page 144 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
ENVOLVENTE MAYORADA Max
Top
-640625.22
ENVOLVENTE MAYORADA Max
Bottom
-1042601
Story3
ENVOLVENTE MAYORADA Min
Top
-996528.12
Story3
ENVOLVENTE MAYORADA Min
Bottom
-2039179
Story3
B.2.3-3 (2)
Top
-782211.3
Story3
B.2.3-3 (2)
Bottom
-1514451
Story3
B.2.3-4 (2)
Top
-801572.8125
Story3
B.2.3-4 (2)
Bottom
-1533813
Story3
B.2.3-7 (2)
Top
-801572.8125
Story3
B.2.3-7 (2)
Bottom
-1533813
Story3
B.2.3-8 (9) Max
Top
-801572.8125
Story3
B.2.3-8 (9) Max
Bottom
-1398867
Story3
B.2.3-8 (9) Min
Top
-801572.8125
Story3
B.2.3-8 (9) Min
Bottom
-1668759
Story3
B.2.3-8 (10) Max
Top
-801572.8125
Story3
B.2.3-8 (10) Max
Bottom
-1398867
Story3
B.2.3-8 (10) Min
Top
-801572.8125
Story3
B.2.3-8 (10) Min
Bottom
-1668759
Story3
B.2.3-8 (11) Max
Top
-801572.8125
Story3
B.2.3-8 (11) Max
Bottom
-1398867
Story3
B.2.3-8 (11) Min
Top
-801572.8125
Story3
B.2.3-8 (11) Min
Bottom
-1668759
Story3
B.2.3-8 (12) Max
Top
-801572.8125
Story3
B.2.3-8 (12) Max
Bottom
-1398867
Story3
B.2.3-8 (12) Min
Top
-801572.8125
Story3
B.2.3-8 (12) Min
Bottom
-1668759
Story3
B.2.3-8 (13) Max
Top
-801572.8125
Story3
B.2.3-8 (13) Max
Bottom
-1474901
Story3
B.2.3-8 (13) Min
Top
-801572.8125
Story3
B.2.3-8 (13) Min
Bottom
-1592725
Story3
B.2.3-8 (14) Max
Top
-801572.8125
Story3
B.2.3-8 (14) Max
Bottom
-1474901
Story3
B.2.3-8 (14) Min
Top
-801572.8125
Story3
B.2.3-8 (14) Min
Bottom
-1592725
Story3
B.2.3-8 (15) Max
Top
-801572.8125
Story3
B.2.3-8 (15) Max
Bottom
-1474901
Story3
B.2.3-8 (15) Min
Top
-801572.8125
Story3
B.2.3-8 (15) Min
Bottom
-1592725
Story3
B.2.3-8 (16) Max
Top
-801572.8125
Story3
B.2.3-8 (16) Max
Bottom
-1474901
Story3
B.2.3-8 (16) Min
Top
-801572.8125
Story3
B.2.3-8 (16) Min
Bottom
-1592725
Story3
B.2.4-2 (2)
Top
-968223.87
Story3
B.2.4-2 (2)
Bottom
-1846912
Story3
B.2.4-3 (2)
Top
-1016100
Story
Load Case/Combo
Story3 Story3
Page 145 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.4-3 (2)
Bottom
-1894788
Story3
B.2.4-4 (2)
Top
-938653.56
Story3
B.2.4-4 (2)
Bottom
-1817342
Story3
B.2.4-5 (1) DER Max
Top
-903450.81
Story3
B.2.4-5 (1) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (1) DER Min
Top
-903450.81
Story3
B.2.4-5 (1) DER Min
Bottom
-3221333
Story3
B.2.4-5 (2) DER Max
Top
-903450.81
Story3
B.2.4-5 (2) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (2) DER Min
Top
-903450.81
Story3
B.2.4-5 (2) DER Min
Bottom
-3221333
Story3
B.2.4-5 (3) DER Max
Top
-903450.81
Story3
B.2.4-5 (3) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (3) DER Min
Top
-903450.81
Story3
B.2.4-5 (3) DER Min
Bottom
-3221333
Story3
B.2.4-5 (4) DER Max
Top
-903450.81
Story3
B.2.4-5 (4) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (4) DER Min
Top
-903450.81
Story3
B.2.4-5 (4) DER Min
Bottom
-3221333
Story3
B.2.4-5 (5) DER Max
Top
-903450.81
Story3
B.2.4-5 (5) DER Max
Bottom
-1153847
Story3
B.2.4-5 (5) DER Min
Top
-903450.81
Story3
B.2.4-5 (5) DER Min
Bottom
-2410431
Story3
B.2.4-5 (6) DER Max
Top
-903450.81
Story3
B.2.4-5 (6) DER Max
Bottom
-1153847
Story3
B.2.4-5 (6) DER Min
Top
-903450.81
Story3
B.2.4-5 (6) DER Min
Bottom
-2410431
Story3
B.2.4-5 (7) DER Max
Top
-903450.81
Story3
B.2.4-5 (7) DER Max
Bottom
-1153847
Story3
B.2.4-5 (7) DER Min
Top
-903450.81
Story3
B.2.4-5 (7) DER Min
Bottom
-2410431
Story3
B.2.4-5 (8) DER Max
Top
-903450.81
Story3
B.2.4-5 (8) DER Max
Bottom
-1153847
Story3
B.2.4-5 (8) DER Min
Top
-903450.81
Story3
B.2.4-5 (8) DER Min
Bottom
-2410431
Story3
B.2.4-7 (1) DER Max
Top
-640625.22
Story3
B.2.4-7 (1) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (1) DER Min
Top
-640625.22
Story3
B.2.4-7 (1) DER Min
Bottom
-2738835
Story3
B.2.4-7 (2) DER Max
Top
-640625.22
Story3
B.2.4-7 (2) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (2) DER Min
Top
-640625.22
Story3
B.2.4-7 (2) DER Min
Bottom
-2738835
Story3
B.2.4-7 (3) DER Max
Top
-640625.22
Story3
B.2.4-7 (3) DER Max
Bottom
139552.7085
Page 146 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.4-7 (3) DER Min
Top
-640625.22
B.2.4-7 (3) DER Min
Bottom
-2738835
Story3
B.2.4-7 (4) DER Max
Top
-640625.22
Story3
B.2.4-7 (4) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (4) DER Min
Top
-640625.22
Story3
B.2.4-7 (4) DER Min
Bottom
-2738835
Story3
B.2.4-7 (5) DER Max
Top
-640625.22
Story3
B.2.4-7 (5) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (5) DER Min
Top
-640625.22
Story3
B.2.4-7 (5) DER Min
Bottom
-1927933
Story3
B.2.4-7 (6) DER Max
Top
-640625.22
Story3
B.2.4-7 (6) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (6) DER Min
Top
-640625.22
Story3
B.2.4-7 (6) DER Min
Bottom
-1927933
Story3
B.2.4-7 (7) DER Max
Top
-640625.22
Story3
B.2.4-7 (7) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (7) DER Min
Top
-640625.22
Story3
B.2.4-7 (7) DER Min
Bottom
-1927933
Story3
B.2.4-7 (8) DER Max
Top
-640625.22
Story3
B.2.4-7 (8) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (8) DER Min
Top
-640625.22
Story3
B.2.4-7 (8) DER Min
Bottom
-1927933
Story2
DEAD
Top
-7604049
Story2
DEAD
Bottom
-9068529
Story2
LIVE
Top
-3601728
Story2
LIVE
Bottom
-3601728
Story2
SX Max
Top
1374402.5677
Story2
SX Max
Bottom
12055305
Story2
SY Max
Top
215971.2027
Story2
SY Max
Bottom
1643023.1629
Story2
Lr
Top
0
Story2
Lr
Bottom
0
Story2
EMPUJE
Top
0
Story2
EMPUJE
Bottom
0
Story2
GRANIZO
Top
-70405.5
Story2
GRANIZO
Bottom
-70405.5
Story2
Sx Estatico
Top
-1397626
Story2
Sx Estatico
Bottom
-11870708
Story2
Sy Estatico
Top
0
Story2
Sy Estatico
Bottom
0
Story2
B.2.4-1
Top
-10645668
Story2
B.2.4-1
Bottom
-12695940
Story2
B.2.4-2 (1)
Top
-14887623
Story2
B.2.4-2 (1)
Bottom
-16644999
Story2
B.2.4-3 (1)
Top
-12726586
Story
Load Case/Combo
Story3 Story3
Page 147 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.4-3 (1)
Bottom
-14483962
Story2
B.2.4-5 (1) Max
Top
-12469546
Story2
B.2.4-5 (1) Max
Bottom
-12242852
Story2
B.2.4-5 (1) Min
Top
-12983626
Story2
B.2.4-5 (1) Min
Bottom
-16725073
Story2
B.2.4-6
Top
-6843644
Story2
B.2.4-6
Bottom
-8161676
Story2
B.2.4-7 (1) Max
Top
-6586604
Story2
B.2.4-7 (1) Max
Bottom
-5920565
Story2
B.2.4-7 (1) Min
Top
-7100684
Story2
B.2.4-7 (1) Min
Bottom
-10402787
Story2
B.2.3-1
Top
-7604049
Story2
B.2.3-1
Bottom
-9068529
Story2
B.2.3-2
Top
-11205777
Story2
B.2.3-2
Bottom
-12670257
Story2
B.2.3-3 (1)
Top
-7604049
Story2
B.2.3-3 (1)
Bottom
-9068529
Story2
ExDIS Max
Top
245468.2986
Story2
ExDIS Max
Bottom
2153077.4809
Story2
ExDIS Min
Top
-245468.2986
Story2
ExDIS Min
Bottom
-2153077
Story2
EyDIS Max
Top
38572.4568
Story2
EyDIS Max
Bottom
293443.9369
Story2
EyDIS Min
Top
-38572.4568
Story2
EyDIS Min
Bottom
-293443.9369
Story2
B.2.4-4 (1)
Top
-12726586
Story2
B.2.4-4 (1)
Bottom
-14483962
Story2
B.2.4-5 (2) Max
Top
-12469546
Story2
B.2.4-5 (2) Max
Bottom
-12242852
Story2
B.2.4-5 (2) Min
Top
-12983626
Story2
B.2.4-5 (2) Min
Bottom
-16725073
Story2
B.2.4-5 (3) Max
Top
-12469546
Story2
B.2.4-5 (3) Max
Bottom
-12242852
Story2
B.2.4-5 (3) Min
Top
-12983626
Story2
B.2.4-5 (3) Min
Bottom
-16725073
Story2
B.2.4-5 (4) Max
Top
-12469546
Story2
B.2.4-5 (4) Max
Bottom
-12242852
Story2
B.2.4-5 (4) Min
Top
-12983626
Story2
B.2.4-5 (4) Min
Bottom
-16725073
Story2
B.2.4-5 (5) Max
Top
-12614373
Story2
B.2.4-5 (5) Max
Bottom
-13544595
Story2
B.2.4-5 (5) Min
Top
-12838799
Story2
B.2.4-5 (5) Min
Bottom
-15423330
Story2
B.2.4-5 (6) Max
Top
-12614373
Story2
B.2.4-5 (6) Max
Bottom
-13544595
Story
Page 148 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.4-5 (6) Min
Top
-12838799
Story2
B.2.4-5 (6) Min
Bottom
-15423330
Story2
B.2.4-5 (7) Max
Top
-12614373
Story2
B.2.4-5 (7) Max
Bottom
-13544595
Story2
B.2.4-5 (7) Min
Top
-12838799
Story2
B.2.4-5 (7) Min
Bottom
-15423330
Story2
B.2.4-5 (8) Max
Top
-12614373
Story2
B.2.4-5 (8) Max
Bottom
-13544595
Story2
B.2.4-5 (8) Min
Top
-12838799
Story2
B.2.4-5 (8) Min
Bottom
-15423330
Story2
B.2.4-7 (2) Max
Top
-6586604
Story2
B.2.4-7 (2) Max
Bottom
-5920565
Story2
B.2.4-7 (2) Min
Top
-7100684
Story2
B.2.4-7 (2) Min
Bottom
-10402787
Story2
B.2.4-7 (3) Max
Top
-6586604
Story2
B.2.4-7 (3) Max
Bottom
-5920565
Story2
B.2.4-7 (3) Min
Top
-7100684
Story2
B.2.4-7 (3) Min
Bottom
-10402787
Story2
B.2.4-7 (4) Max
Top
-6586604
Story2
B.2.4-7 (4) Max
Bottom
-5920565
Story2
B.2.4-7 (4) Min
Top
-7100684
Story2
B.2.4-7 (4) Min
Bottom
-10402787
Story2
B.2.4-7 (5) Max
Top
-6731431
Story2
B.2.4-7 (5) Max
Bottom
-7222309
Story2
B.2.4-7 (5) Min
Top
-6955857
Story2
B.2.4-7 (5) Min
Bottom
-9101043
Story2
B.2.4-7 (6) Max
Top
-6731431
Story2
B.2.4-7 (6) Max
Bottom
-7222309
Story2
B.2.4-7 (6) Min
Top
-6955857
Story2
B.2.4-7 (6) Min
Bottom
-9101043
Story2
B.2.4-7 (7) Max
Top
-6731431
Story2
B.2.4-7 (7) Max
Bottom
-7222309
Story2
B.2.4-7 (7) Min
Top
-6955857
Story2
B.2.4-7 (7) Min
Bottom
-9101043
Story2
B.2.4-7 (8) Max
Top
-6731431
Story2
B.2.4-7 (8) Max
Bottom
-7222309
Story2
B.2.4-7 (8) Min
Top
-6955857
Story2
B.2.4-7 (8) Min
Bottom
-9101043
Story2
B.2.3-4 (1)
Top
-10305345
Story2
B.2.3-4 (1)
Bottom
-11769825
Story2
B.2.3-5
Top
-7604049
Story2
B.2.3-5
Bottom
-9068529
Story2
B.2.3-6 (1) Max
Top
-7424121
Story2
B.2.3-6 (1) Max
Bottom
-7499751
Story2
B.2.3-6 (1) Min
Top
-7783977
Page 149 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.3-6 (1) Min
Bottom
-10637306
Story2
B.2.3-6 (2) Max
Top
-7424121
Story2
B.2.3-6 (2) Max
Bottom
-7499751
Story2
B.2.3-6 (2) Min
Top
-7783977
Story2
B.2.3-6 (2) Min
Bottom
-10637306
Story2
B.2.3-6 (3) Max
Top
-7424121
Story2
B.2.3-6 (3) Max
Bottom
-7499751
Story2
B.2.3-6 (3) Min
Top
-7783977
Story2
B.2.3-6 (3) Min
Bottom
-10637306
Story2
B.2.3-6 (4) Max
Top
-7424121
Story2
B.2.3-6 (4) Max
Bottom
-7499751
Story2
B.2.3-6 (4) Min
Top
-7783977
Story2
B.2.3-6 (4) Min
Bottom
-10637306
Story2
B.2.3-6 (5) Max
Top
-7525500
Story2
B.2.3-6 (5) Max
Bottom
-8410972
Story2
B.2.3-6 (5) Min
Top
-7682598
Story2
B.2.3-6 (5) Min
Bottom
-9726086
Story2
B.2.3-6 (6) Max
Top
-7525500
Story2
B.2.3-6 (6) Max
Bottom
-8410972
Story2
B.2.3-6 (6) Min
Top
-7682598
Story2
B.2.3-6 (6) Min
Bottom
-9726086
Story2
B.2.3-6 (7) Max
Top
-7525500
Story2
B.2.3-6 (7) Max
Bottom
-8410972
Story2
B.2.3-6 (7) Min
Top
-7682598
Story2
B.2.3-6 (7) Min
Bottom
-9726086
Story2
B.2.3-6 (8) Max
Top
-7525500
Story2
B.2.3-6 (8) Max
Bottom
-8410972
Story2
B.2.3-6 (8) Min
Top
-7682598
Story2
B.2.3-6 (8) Min
Bottom
-9726086
Story2
B.2.3-7 (1)
Top
-10305345
Story2
B.2.3-7 (1)
Bottom
-11769825
Story2
B.2.3-8 (1) Max
Top
-10170399
Story2
B.2.3-8 (1) Max
Bottom
-10593242
Story2
B.2.3-8 (1) Min
Top
-10440291
Story2
B.2.3-8 (1) Min
Bottom
-12946408
Story2
B.2.3-8 (2) Max
Top
-10170399
Story2
B.2.3-8 (2) Max
Bottom
-10593242
Story2
B.2.3-8 (2) Min
Top
-10440291
Story2
B.2.3-8 (2) Min
Bottom
-12946408
Story2
B.2.3-8 (3) Max
Top
-10170399
Story2
B.2.3-8 (3) Max
Bottom
-10593242
Story2
B.2.3-8 (3) Min
Top
-10440291
Story2
B.2.3-8 (3) Min
Bottom
-12946408
Story2
B.2.3-8 (4) Max
Top
-10170399
Story2
B.2.3-8 (4) Max
Bottom
-10593242
Story
Page 150 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.3-8 (4) Min
Top
-10440291
Story2
B.2.3-8 (4) Min
Bottom
-12946408
Story2
B.2.3-8 (5) Max
Top
-10246433
Story2
B.2.3-8 (5) Max
Bottom
-11276657
Story2
B.2.3-8 (5) Min
Top
-10364256
Story2
B.2.3-8 (5) Min
Bottom
-12262992
Story2
B.2.3-8 (6) Max
Top
-10246433
Story2
B.2.3-8 (6) Max
Bottom
-11276657
Story2
B.2.3-8 (6) Min
Top
-10364256
Story2
B.2.3-8 (6) Min
Bottom
-12262992
Story2
B.2.3-8 (7) Max
Top
-10246433
Story2
B.2.3-8 (7) Max
Bottom
-11276657
Story2
B.2.3-8 (7) Min
Top
-10364256
Story2
B.2.3-8 (7) Min
Bottom
-12262992
Story2
B.2.3-8 (8) Max
Top
-10246433
Story2
B.2.3-8 (8) Max
Bottom
-11276657
Story2
B.2.3-8 (8) Min
Top
-10364256
Story2
B.2.3-8 (8) Min
Bottom
-12262992
Story2
B.2.3-9
Top
-4562429
Story2
B.2.3-9
Bottom
-5441117
Story2
B.2.3-10 (1) Max
Top
-4382501
Story2
B.2.3-10 (1) Max
Bottom
-3872340
Story2
B.2.3-10 (1) Min
Top
-4742357
Story2
B.2.3-10 (1) Min
Bottom
-7009895
Story2
B.2.3-10 (2) Max
Top
-4382501
Story2
B.2.3-10 (2) Max
Bottom
-3872340
Story2
B.2.3-10 (2) Min
Top
-4742357
Story2
B.2.3-10 (2) Min
Bottom
-7009895
Story2
B.2.3-10 (3) Max
Top
-4382501
Story2
B.2.3-10 (3) Max
Bottom
-3872340
Story2
B.2.3-10 (3) Min
Top
-4742357
Story2
B.2.3-10 (3) Min
Bottom
-7009895
Story2
B.2.3-10 (4) Max
Top
-4382501
Story2
B.2.3-10 (4) Max
Bottom
-3872340
Story2
B.2.3-10 (4) Min
Top
-4742357
Story2
B.2.3-10 (4) Min
Bottom
-7009895
Story2
B.2.3-10 (5) Max
Top
-4483880
Story2
B.2.3-10 (5) Max
Bottom
-4783560
Story2
B.2.3-10 (5) Min
Top
-4640978
Story2
B.2.3-10 (5) Min
Bottom
-6098674
Story2
B.2.3-10 (6) Max
Top
-4483880
Story2
B.2.3-10 (6) Max
Bottom
-4783560
Story2
B.2.3-10 (6) Min
Top
-4640978
Story2
B.2.3-10 (6) Min
Bottom
-6098674
Story2
B.2.3-10 (7) Max
Top
-4483880
Page 151 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Story
Load Case/Combo
Location
MY kgf-cm
Story2
B.2.3-10 (7) Max
Bottom
-4783560
Story2
B.2.3-10 (7) Min
Top
-4640978
Story2
B.2.3-10 (7) Min
Bottom
-6098674
Story2
B.2.3-10 (8) Max
Top
-4483880
Story2
B.2.3-10 (8) Max
Bottom
-4783560
Story2
B.2.3-10 (8) Min
Top
-4640978
Story2
B.2.3-10 (8) Min
Bottom
-6098674
Story2
ENVOLVENTE DE SERVICIO Max
Top
-4382501
Story2
ENVOLVENTE DE SERVICIO Max
Bottom
-3872340
Story2
ENVOLVENTE DE SERVICIO Min
Top
-11205777
Story2
ENVOLVENTE DE SERVICIO Min
Bottom
-12946408
Story2
ENVOLVENTE MAYORADA Max
Top
-6586604
Story2
ENVOLVENTE MAYORADA Max
Bottom
-5920565
Story2
ENVOLVENTE MAYORADA Min
Top
-14887623
Story2
ENVOLVENTE MAYORADA Min
Bottom
-16725073
Story2
B.2.3-3 (2)
Top
-7674454
Story2
B.2.3-3 (2)
Bottom
-9138934
Story2
B.2.3-4 (2)
Top
-10358149
Story2
B.2.3-4 (2)
Bottom
-11822629
Story2
B.2.3-7 (2)
Top
-10358149
Story2
B.2.3-7 (2)
Bottom
-11822629
Story2
B.2.3-8 (9) Max
Top
-10223203
Story2
B.2.3-8 (9) Max
Bottom
-10646046
Story2
B.2.3-8 (9) Min
Top
-10493095
Story2
B.2.3-8 (9) Min
Bottom
-12999212
Story2
B.2.3-8 (10) Max
Top
-10223203
Story2
B.2.3-8 (10) Max
Bottom
-10646046
Story2
B.2.3-8 (10) Min
Top
-10493095
Story2
B.2.3-8 (10) Min
Bottom
-12999212
Story2
B.2.3-8 (11) Max
Top
-10223203
Story2
B.2.3-8 (11) Max
Bottom
-10646046
Story2
B.2.3-8 (11) Min
Top
-10493095
Story2
B.2.3-8 (11) Min
Bottom
-12999212
Story2
B.2.3-8 (12) Max
Top
-10223203
Story2
B.2.3-8 (12) Max
Bottom
-10646046
Story2
B.2.3-8 (12) Min
Top
-10493095
Story2
B.2.3-8 (12) Min
Bottom
-12999212
Story2
B.2.3-8 (13) Max
Top
-10299237
Story2
B.2.3-8 (13) Max
Bottom
-11329461
Story2
B.2.3-8 (13) Min
Top
-10417061
Story2
B.2.3-8 (13) Min
Bottom
-12315797
Story2
B.2.3-8 (14) Max
Top
-10299237
Story2
B.2.3-8 (14) Max
Bottom
-11329461
Story2
B.2.3-8 (14) Min
Top
-10417061
Story2
B.2.3-8 (14) Min
Bottom
-12315797
Page 152 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.3-8 (15) Max
Top
-10299237
Story2
B.2.3-8 (15) Max
Bottom
-11329461
Story2
B.2.3-8 (15) Min
Top
-10417061
Story2
B.2.3-8 (15) Min
Bottom
-12315797
Story2
B.2.3-8 (16) Max
Top
-10299237
Story2
B.2.3-8 (16) Max
Bottom
-11329461
Story2
B.2.3-8 (16) Min
Top
-10417061
Story2
B.2.3-8 (16) Min
Bottom
-12315797
Story2
B.2.4-2 (2)
Top
-14922826
Story2
B.2.4-2 (2)
Bottom
-16680202
Story2
B.2.4-3 (2)
Top
-12839235
Story2
B.2.4-3 (2)
Bottom
-14596611
Story2
B.2.4-4 (2)
Top
-12761789
Story2
B.2.4-4 (2)
Bottom
-14519165
Story2
B.2.4-5 (1) DER Max
Top
-11287392
Story2
B.2.4-5 (1) DER Max
Bottom
-1935750
Story2
B.2.4-5 (1) DER Min
Top
-14165780
Story2
B.2.4-5 (1) DER Min
Bottom
-27032174
Story2
B.2.4-5 (2) DER Max
Top
-11287392
Story2
B.2.4-5 (2) DER Max
Bottom
-1935750
Story2
B.2.4-5 (2) DER Min
Top
-14165780
Story2
B.2.4-5 (2) DER Min
Bottom
-27032174
Story2
B.2.4-5 (3) DER Max
Top
-11287392
Story2
B.2.4-5 (3) DER Max
Bottom
-1935750
Story2
B.2.4-5 (3) DER Min
Top
-14165780
Story2
B.2.4-5 (3) DER Min
Bottom
-27032174
Story2
B.2.4-5 (4) DER Max
Top
-11287392
Story2
B.2.4-5 (4) DER Max
Bottom
-1935750
Story2
B.2.4-5 (4) DER Min
Top
-14165780
Story2
B.2.4-5 (4) DER Min
Bottom
-27032174
Story2
B.2.4-5 (5) DER Max
Top
-12098294
Story2
B.2.4-5 (5) DER Max
Bottom
-9224348
Story2
B.2.4-5 (5) DER Min
Top
-13354878
Story2
B.2.4-5 (5) DER Min
Bottom
-19743577
Story2
B.2.4-5 (6) DER Max
Top
-12098294
Story2
B.2.4-5 (6) DER Max
Bottom
-9224348
Story2
B.2.4-5 (6) DER Min
Top
-13354878
Story2
B.2.4-5 (6) DER Min
Bottom
-19743577
Story2
B.2.4-5 (7) DER Max
Top
-12098294
Story2
B.2.4-5 (7) DER Max
Bottom
-9224348
Story2
B.2.4-5 (7) DER Min
Top
-13354878
Story2
B.2.4-5 (7) DER Min
Bottom
-19743577
Story2
B.2.4-5 (8) DER Max
Top
-12098294
Story2
B.2.4-5 (8) DER Max
Bottom
-9224348
Story2
B.2.4-5 (8) DER Min
Top
-13354878
Page 153 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.4-5 (8) DER Min
Bottom
-19743577
Story2
B.2.4-7 (1) DER Max
Top
-5404450
Story2
B.2.4-7 (1) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (1) DER Min
Top
-8282838
Story2
B.2.4-7 (1) DER Min
Bottom
-20709888
Story2
B.2.4-7 (2) DER Max
Top
-5404450
Story2
B.2.4-7 (2) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (2) DER Min
Top
-8282838
Story2
B.2.4-7 (2) DER Min
Bottom
-20709888
Story2
B.2.4-7 (3) DER Max
Top
-5404450
Story2
B.2.4-7 (3) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (3) DER Min
Top
-8282838
Story2
B.2.4-7 (3) DER Min
Bottom
-20709888
Story2
B.2.4-7 (4) DER Max
Top
-5404450
Story2
B.2.4-7 (4) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (4) DER Min
Top
-8282838
Story2
B.2.4-7 (4) DER Min
Bottom
-20709888
Story2
B.2.4-7 (5) DER Max
Top
-6215352
Story2
B.2.4-7 (5) DER Max
Bottom
-2902061
Story2
B.2.4-7 (5) DER Min
Top
-7471936
Story2
B.2.4-7 (5) DER Min
Bottom
-13421291
Story2
B.2.4-7 (6) DER Max
Top
-6215352
Story2
B.2.4-7 (6) DER Max
Bottom
-2902061
Story2
B.2.4-7 (6) DER Min
Top
-7471936
Story2
B.2.4-7 (6) DER Min
Bottom
-13421291
Story2
B.2.4-7 (7) DER Max
Top
-6215352
Story2
B.2.4-7 (7) DER Max
Bottom
-2902061
Story2
B.2.4-7 (7) DER Min
Top
-7471936
Story2
B.2.4-7 (7) DER Min
Bottom
-13421291
Story2
B.2.4-7 (8) DER Max
Top
-6215352
Story2
B.2.4-7 (8) DER Max
Bottom
-2902061
Story2
B.2.4-7 (8) DER Min
Top
-7471936
Story2
B.2.4-7 (8) DER Min
Bottom
-13421291
Story1
DEAD
Top
-15228532
Story1
DEAD
Bottom
-16693012
Story1
LIVE
Top
-5128016
Story1
LIVE
Bottom
-5128016
Story1
SX Max
Top
12055305
Story1
SX Max
Bottom
27843274
Story1
SY Max
Top
1643023.1629
Story1
SY Max
Bottom
3765969.1454
Story1
Lr
Top
0
Story1
Lr
Bottom
0
Story1
EMPUJE
Top
0
Story1
EMPUJE
Bottom
0
Story
Page 154 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
GRANIZO
Top
-70405.5
GRANIZO
Bottom
-70405.5
Story1
Sx Estatico
Top
-11870708
Story1
Sx Estatico
Bottom
-27196259
Story1
Sy Estatico
Top
0
Story1
Sy Estatico
Bottom
0
Story1
B.2.4-1
Top
-21319944
Story1
B.2.4-1
Bottom
-23370216
Story1
B.2.4-2 (1)
Top
-26479063
Story1
B.2.4-2 (1)
Bottom
-28236439
Story1
B.2.4-3 (1)
Top
-23402254
Story1
B.2.4-3 (1)
Bottom
-25159630
Story1
B.2.4-5 (1) Max
Top
-21161143
Story1
B.2.4-5 (1) Max
Bottom
-19985040
Story1
B.2.4-5 (1) Min
Top
-25643364
Story1
B.2.4-5 (1) Min
Bottom
-30334219
Story1
B.2.4-6
Top
-13705679
Story1
B.2.4-6
Bottom
-15023711
Story1
B.2.4-7 (1) Max
Top
-11464568
Story1
B.2.4-7 (1) Max
Bottom
-9849121
Story1
B.2.4-7 (1) Min
Top
-15946789
Story1
B.2.4-7 (1) Min
Bottom
-20198300
Story1
B.2.3-1
Top
-15228532
Story1
B.2.3-1
Bottom
-16693012
Story1
B.2.3-2
Top
-20356547
Story1
B.2.3-2
Bottom
-21821027
Story1
B.2.3-3 (1)
Top
-15228532
Story1
B.2.3-3 (1)
Bottom
-16693012
Story1
ExDIS Max
Top
2153077.4809
Story1
ExDIS Max
Bottom
4972808.7313
Story1
ExDIS Min
Top
-2153077
Story1
ExDIS Min
Bottom
-4972809
Story1
EyDIS Max
Top
293443.9369
Story1
EyDIS Max
Bottom
672602.0894
Story1
EyDIS Min
Top
-293443.9369
Story1
EyDIS Min
Bottom
-672602.0894
Story1
B.2.4-4 (1)
Top
-23402254
Story1
B.2.4-4 (1)
Bottom
-25159630
Story1
B.2.4-5 (2) Max
Top
-21161143
Story1
B.2.4-5 (2) Max
Bottom
-19985040
Story1
B.2.4-5 (2) Min
Top
-25643364
Story1
B.2.4-5 (2) Min
Bottom
-30334219
Story1
B.2.4-5 (3) Max
Top
-21161143
Story1
B.2.4-5 (3) Max
Bottom
-19985040
Story1
B.2.4-5 (3) Min
Top
-25643364
Story
Load Case/Combo
Story1 Story1
Page 155 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story1
B.2.4-5 (3) Min
Bottom
-30334219
Story1
B.2.4-5 (4) Max
Top
-21161143
Story1
B.2.4-5 (4) Max
Bottom
-19985040
Story1
B.2.4-5 (4) Min
Top
-25643364
Story1
B.2.4-5 (4) Min
Bottom
-30334219
Story1
B.2.4-5 (5) Max
Top
-22462887
Story1
B.2.4-5 (5) Max
Bottom
-22995185
Story1
B.2.4-5 (5) Min
Top
-24341621
Story1
B.2.4-5 (5) Min
Bottom
-27324074
Story1
B.2.4-5 (6) Max
Top
-22462887
Story1
B.2.4-5 (6) Max
Bottom
-22995185
Story1
B.2.4-5 (6) Min
Top
-24341621
Story1
B.2.4-5 (6) Min
Bottom
-27324074
Story1
B.2.4-5 (7) Max
Top
-22462887
Story1
B.2.4-5 (7) Max
Bottom
-22995185
Story1
B.2.4-5 (7) Min
Top
-24341621
Story1
B.2.4-5 (7) Min
Bottom
-27324074
Story1
B.2.4-5 (8) Max
Top
-22462887
Story1
B.2.4-5 (8) Max
Bottom
-22995185
Story1
B.2.4-5 (8) Min
Top
-24341621
Story1
B.2.4-5 (8) Min
Bottom
-27324074
Story1
B.2.4-7 (2) Max
Top
-11464568
Story1
B.2.4-7 (2) Max
Bottom
-9849121
Story1
B.2.4-7 (2) Min
Top
-15946789
Story1
B.2.4-7 (2) Min
Bottom
-20198300
Story1
B.2.4-7 (3) Max
Top
-11464568
Story1
B.2.4-7 (3) Max
Bottom
-9849121
Story1
B.2.4-7 (3) Min
Top
-15946789
Story1
B.2.4-7 (3) Min
Bottom
-20198300
Story1
B.2.4-7 (4) Max
Top
-11464568
Story1
B.2.4-7 (4) Max
Bottom
-9849121
Story1
B.2.4-7 (4) Min
Top
-15946789
Story1
B.2.4-7 (4) Min
Bottom
-20198300
Story1
B.2.4-7 (5) Max
Top
-12766311
Story1
B.2.4-7 (5) Max
Bottom
-12859266
Story1
B.2.4-7 (5) Min
Top
-14645046
Story1
B.2.4-7 (5) Min
Bottom
-17188155
Story1
B.2.4-7 (6) Max
Top
-12766311
Story1
B.2.4-7 (6) Max
Bottom
-12859266
Story1
B.2.4-7 (6) Min
Top
-14645046
Story1
B.2.4-7 (6) Min
Bottom
-17188155
Story1
B.2.4-7 (7) Max
Top
-12766311
Story1
B.2.4-7 (7) Max
Bottom
-12859266
Story1
B.2.4-7 (7) Min
Top
-14645046
Story1
B.2.4-7 (7) Min
Bottom
-17188155
Story
Page 156 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story1
B.2.4-7 (8) Max
Top
-12766311
Story1
B.2.4-7 (8) Max
Bottom
-12859266
Story1
B.2.4-7 (8) Min
Top
-14645046
Story1
B.2.4-7 (8) Min
Bottom
-17188155
Story1
B.2.3-4 (1)
Top
-19074544
Story1
B.2.3-4 (1)
Bottom
-20539024
Story1
B.2.3-5
Top
-15228532
Story1
B.2.3-5
Bottom
-16693012
Story1
B.2.3-6 (1) Max
Top
-13659754
Story1
B.2.3-6 (1) Max
Bottom
-13070799
Story1
B.2.3-6 (1) Min
Top
-16797309
Story1
B.2.3-6 (1) Min
Bottom
-20315224
Story1
B.2.3-6 (2) Max
Top
-13659754
Story1
B.2.3-6 (2) Max
Bottom
-13070799
Story1
B.2.3-6 (2) Min
Top
-16797309
Story1
B.2.3-6 (2) Min
Bottom
-20315224
Story1
B.2.3-6 (3) Max
Top
-13659754
Story1
B.2.3-6 (3) Max
Bottom
-13070799
Story1
B.2.3-6 (3) Min
Top
-16797309
Story1
B.2.3-6 (3) Min
Bottom
-20315224
Story1
B.2.3-6 (4) Max
Top
-13659754
Story1
B.2.3-6 (4) Max
Bottom
-13070799
Story1
B.2.3-6 (4) Min
Top
-16797309
Story1
B.2.3-6 (4) Min
Bottom
-20315224
Story1
B.2.3-6 (5) Max
Top
-14570975
Story1
B.2.3-6 (5) Max
Bottom
-15177900
Story1
B.2.3-6 (5) Min
Top
-15886089
Story1
B.2.3-6 (5) Min
Bottom
-18208123
Story1
B.2.3-6 (6) Max
Top
-14570975
Story1
B.2.3-6 (6) Max
Bottom
-15177900
Story1
B.2.3-6 (6) Min
Top
-15886089
Story1
B.2.3-6 (6) Min
Bottom
-18208123
Story1
B.2.3-6 (7) Max
Top
-14570975
Story1
B.2.3-6 (7) Max
Bottom
-15177900
Story1
B.2.3-6 (7) Min
Top
-15886089
Story1
B.2.3-6 (7) Min
Bottom
-18208123
Story1
B.2.3-6 (8) Max
Top
-14570975
Story1
B.2.3-6 (8) Max
Bottom
-15177900
Story1
B.2.3-6 (8) Min
Top
-15886089
Story1
B.2.3-6 (8) Min
Bottom
-18208123
Story1
B.2.3-7 (1)
Top
-19074544
Story1
B.2.3-7 (1)
Bottom
-20539024
Story1
B.2.3-8 (1) Max
Top
-17897960
Story1
B.2.3-8 (1) Max
Bottom
-17822364
Story1
B.2.3-8 (1) Min
Top
-20251127
Page 157 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story1
B.2.3-8 (1) Min
Bottom
-23255683
Story1
B.2.3-8 (2) Max
Top
-17897960
Story1
B.2.3-8 (2) Max
Bottom
-17822364
Story1
B.2.3-8 (2) Min
Top
-20251127
Story1
B.2.3-8 (2) Min
Bottom
-23255683
Story1
B.2.3-8 (3) Max
Top
-17897960
Story1
B.2.3-8 (3) Max
Bottom
-17822364
Story1
B.2.3-8 (3) Min
Top
-20251127
Story1
B.2.3-8 (3) Min
Bottom
-23255683
Story1
B.2.3-8 (4) Max
Top
-17897960
Story1
B.2.3-8 (4) Max
Bottom
-17822364
Story1
B.2.3-8 (4) Min
Top
-20251127
Story1
B.2.3-8 (4) Min
Bottom
-23255683
Story1
B.2.3-8 (5) Max
Top
-18581376
Story1
B.2.3-8 (5) Max
Bottom
-19402690
Story1
B.2.3-8 (5) Min
Top
-19567711
Story1
B.2.3-8 (5) Min
Bottom
-21675357
Story1
B.2.3-8 (6) Max
Top
-18581376
Story1
B.2.3-8 (6) Max
Bottom
-19402690
Story1
B.2.3-8 (6) Min
Top
-19567711
Story1
B.2.3-8 (6) Min
Bottom
-21675357
Story1
B.2.3-8 (7) Max
Top
-18581376
Story1
B.2.3-8 (7) Max
Bottom
-19402690
Story1
B.2.3-8 (7) Min
Top
-19567711
Story1
B.2.3-8 (7) Min
Bottom
-21675357
Story1
B.2.3-8 (8) Max
Top
-18581376
Story1
B.2.3-8 (8) Max
Bottom
-19402690
Story1
B.2.3-8 (8) Min
Top
-19567711
Story1
B.2.3-8 (8) Min
Bottom
-21675357
Story1
B.2.3-9
Top
-9137119
Story1
B.2.3-9
Bottom
-10015807
Story1
B.2.3-10 (1) Max
Top
-7568342
Story1
B.2.3-10 (1) Max
Bottom
-6393594
Story1
B.2.3-10 (1) Min
Top
-10705897
Story1
B.2.3-10 (1) Min
Bottom
-13638020
Story1
B.2.3-10 (2) Max
Top
-7568342
Story1
B.2.3-10 (2) Max
Bottom
-6393594
Story1
B.2.3-10 (2) Min
Top
-10705897
Story1
B.2.3-10 (2) Min
Bottom
-13638020
Story1
B.2.3-10 (3) Max
Top
-7568342
Story1
B.2.3-10 (3) Max
Bottom
-6393594
Story1
B.2.3-10 (3) Min
Top
-10705897
Story1
B.2.3-10 (3) Min
Bottom
-13638020
Story1
B.2.3-10 (4) Max
Top
-7568342
Story1
B.2.3-10 (4) Max
Bottom
-6393594
Story
Page 158 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story1
B.2.3-10 (4) Min
Top
-10705897
Story1
B.2.3-10 (4) Min
Bottom
-13638020
Story1
B.2.3-10 (5) Max
Top
-8479562
Story1
B.2.3-10 (5) Max
Bottom
-8500696
Story1
B.2.3-10 (5) Min
Top
-9794676
Story1
B.2.3-10 (5) Min
Bottom
-11530918
Story1
B.2.3-10 (6) Max
Top
-8479562
Story1
B.2.3-10 (6) Max
Bottom
-8500696
Story1
B.2.3-10 (6) Min
Top
-9794676
Story1
B.2.3-10 (6) Min
Bottom
-11530918
Story1
B.2.3-10 (7) Max
Top
-8479562
Story1
B.2.3-10 (7) Max
Bottom
-8500696
Story1
B.2.3-10 (7) Min
Top
-9794676
Story1
B.2.3-10 (7) Min
Bottom
-11530918
Story1
B.2.3-10 (8) Max
Top
-8479562
Story1
B.2.3-10 (8) Max
Bottom
-8500696
Story1
B.2.3-10 (8) Min
Top
-9794676
Story1
B.2.3-10 (8) Min
Bottom
-11530918
Story1
ENVOLVENTE DE SERVICIO Max
Top
-7568342
Story1
ENVOLVENTE DE SERVICIO Max
Bottom
-6393594
Story1
ENVOLVENTE DE SERVICIO Min
Top
-20356547
Story1
ENVOLVENTE DE SERVICIO Min
Bottom
-23255683
Story1
ENVOLVENTE MAYORADA Max
Top
-11464568
Story1
ENVOLVENTE MAYORADA Max
Bottom
-9849121
Story1
ENVOLVENTE MAYORADA Min
Top
-26479063
Story1
ENVOLVENTE MAYORADA Min
Bottom
-30334219
Story1
B.2.3-3 (2)
Top
-15298937
Story1
B.2.3-3 (2)
Bottom
-16763417
Story1
B.2.3-4 (2)
Top
-19127348
Story1
B.2.3-4 (2)
Bottom
-20591828
Story1
B.2.3-7 (2)
Top
-19127348
Story1
B.2.3-7 (2)
Bottom
-20591828
Story1
B.2.3-8 (9) Max
Top
-17950765
Story1
B.2.3-8 (9) Max
Bottom
-17875168
Story1
B.2.3-8 (9) Min
Top
-20303931
Story1
B.2.3-8 (9) Min
Bottom
-23308487
Story1
B.2.3-8 (10) Max
Top
-17950765
Story1
B.2.3-8 (10) Max
Bottom
-17875168
Story1
B.2.3-8 (10) Min
Top
-20303931
Story1
B.2.3-8 (10) Min
Bottom
-23308487
Story1
B.2.3-8 (11) Max
Top
-17950765
Story1
B.2.3-8 (11) Max
Bottom
-17875168
Story1
B.2.3-8 (11) Min
Top
-20303931
Story1
B.2.3-8 (11) Min
Bottom
-23308487
Story1
B.2.3-8 (12) Max
Top
-17950765
Page 159 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Story
Load Case/Combo
Location
MY kgf-cm
Story1
B.2.3-8 (12) Max
Bottom
-17875168
Story1
B.2.3-8 (12) Min
Top
-20303931
Story1
B.2.3-8 (12) Min
Bottom
-23308487
Story1
B.2.3-8 (13) Max
Top
-18634180
Story1
B.2.3-8 (13) Max
Bottom
-19455494
Story1
B.2.3-8 (13) Min
Top
-19620515
Story1
B.2.3-8 (13) Min
Bottom
-21728161
Story1
B.2.3-8 (14) Max
Top
-18634180
Story1
B.2.3-8 (14) Max
Bottom
-19455494
Story1
B.2.3-8 (14) Min
Top
-19620515
Story1
B.2.3-8 (14) Min
Bottom
-21728161
Story1
B.2.3-8 (15) Max
Top
-18634180
Story1
B.2.3-8 (15) Max
Bottom
-19455494
Story1
B.2.3-8 (15) Min
Top
-19620515
Story1
B.2.3-8 (15) Min
Bottom
-21728161
Story1
B.2.3-8 (16) Max
Top
-18634180
Story1
B.2.3-8 (16) Max
Bottom
-19455494
Story1
B.2.3-8 (16) Min
Top
-19620515
Story1
B.2.3-8 (16) Min
Bottom
-21728161
Story1
B.2.4-2 (2)
Top
-26514266
Story1
B.2.4-2 (2)
Bottom
-28271642
Story1
B.2.4-3 (2)
Top
-23514903
Story1
B.2.4-3 (2)
Bottom
-25272279
Story1
B.2.4-4 (2)
Top
-23437457
Story1
B.2.4-4 (2)
Bottom
-25194833
Story1
B.2.4-5 (1) DER Max
Top
-10854042
Story1
B.2.4-5 (1) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (1) DER Min
Top
-35950466
Story1
B.2.4-5 (1) DER Min
Bottom
-54132695
Story1
B.2.4-5 (2) DER Max
Top
-10854042
Story1
B.2.4-5 (2) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (2) DER Min
Top
-35950466
Story1
B.2.4-5 (2) DER Min
Bottom
-54132695
Story1
B.2.4-5 (3) DER Max
Top
-10854042
Story1
B.2.4-5 (3) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (3) DER Min
Top
-35950466
Story1
B.2.4-5 (3) DER Min
Bottom
-54132695
Story1
B.2.4-5 (4) DER Max
Top
-10854042
Story1
B.2.4-5 (4) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (4) DER Min
Top
-35950466
Story1
B.2.4-5 (4) DER Min
Bottom
-54132695
Story1
B.2.4-5 (5) DER Max
Top
-18142639
Story1
B.2.4-5 (5) DER Max
Bottom
-13040678
Story1
B.2.4-5 (5) DER Min
Top
-28661868
Story1
B.2.4-5 (5) DER Min
Bottom
-37278581
Page 160 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.4-5 (6) DER Max
Top
-18142639
B.2.4-5 (6) DER Max
Bottom
-13040678
B.2.4-5 (6) DER Min
Top
-28661868
Story1
B.2.4-5 (6) DER Min
Bottom
-37278581
Story1
B.2.4-5 (7) DER Max
Top
-18142639
Story1
B.2.4-5 (7) DER Max
Bottom
-13040678
Story1
B.2.4-5 (7) DER Min
Top
-28661868
Story1
B.2.4-5 (7) DER Min
Bottom
-37278581
Story1
B.2.4-5 (8) DER Max
Top
-18142639
Story1
B.2.4-5 (8) DER Max
Bottom
-13040678
Story1
B.2.4-5 (8) DER Min
Top
-28661868
Story1
B.2.4-5 (8) DER Min
Bottom
-37278581
Story1
B.2.4-7 (1) DER Max
Top
-1157467
Story1
B.2.4-7 (1) DER Max
Bottom
13949354
Story1
B.2.4-7 (1) DER Min
Top
-26253891
Story1
B.2.4-7 (1) DER Min
Bottom
-43996775
Story1
B.2.4-7 (2) DER Max
Top
-1157467
Story1
B.2.4-7 (2) DER Max
Bottom
13949354
Story1
B.2.4-7 (2) DER Min
Top
-26253891
Story1
B.2.4-7 (2) DER Min
Bottom
-43996775
Story1
B.2.4-7 (3) DER Max
Top
-1157467
Story1
B.2.4-7 (3) DER Max
Bottom
13949354
Story1
B.2.4-7 (3) DER Min
Top
-26253891
Story1
B.2.4-7 (3) DER Min
Bottom
-43996775
Story1
B.2.4-7 (4) DER Max
Top
-1157467
Story1
B.2.4-7 (4) DER Max
Bottom
13949354
Story1
B.2.4-7 (4) DER Min
Top
-26253891
Story1
B.2.4-7 (4) DER Min
Bottom
-43996775
Story1
B.2.4-7 (5) DER Max
Top
-8446064
Story1
B.2.4-7 (5) DER Max
Bottom
-2904759
Story1
B.2.4-7 (5) DER Min
Top
-18965293
Story1
B.2.4-7 (5) DER Min
Bottom
-27142662
Story1
B.2.4-7 (6) DER Max
Top
-8446064
Story1
B.2.4-7 (6) DER Max
Bottom
-2904759
Story1
B.2.4-7 (6) DER Min
Top
-18965293
Story1
B.2.4-7 (6) DER Min
Bottom
-27142662
Story1
B.2.4-7 (7) DER Max
Top
-8446064
Story1
B.2.4-7 (7) DER Max
Bottom
-2904759
Story1
B.2.4-7 (7) DER Min
Top
-18965293
Story1
B.2.4-7 (7) DER Min
Bottom
-27142662
Story1
B.2.4-7 (8) DER Max
Top
-8446064
Story1
B.2.4-7 (8) DER Max
Bottom
-2904759
Story1
B.2.4-7 (8) DER Min
Top
-18965293
Story1
B.2.4-7 (8) DER Min
Bottom
-27142662
Story
Load Case/Combo
Story1 Story1 Story1
Page 161 of 290
Analysis Results
4/02/2019
5.3 Point Results Table 5.8 - Joint Reactions (Part 1 of 2) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
1
4
DEAD
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
LIVE
11.2705
16.877
1721.6212
Base
1
4
SX Max
8266.6211
2289.6512 15763.4979
337222.2906
Base
1
4
SY Max
1386.1437
4450.7165
6805.4962
701807.9163
Base
1
4
Lr
0
0
0
0
Base
1
4
EMPUJE
0
0
0
0
Base
1
4
GRANIZO
-0.003
0.0019
-0.4199
-1.0737
Base
1
4
Sx Estatico
-5754.7216
611.2776
-12340.5558
-82331.2138
Base
1
4
Sy Estatico
-249.6993
-4137.0711 -6246.5536
656651.2041
Base
1
4
B.2.4-1
42.9599
139.7409
7022.6655
-12474.4974
Base
1
4
B.2.4-2 (1)
54.8555
146.781
8774.0214
-13834.4188
Base
1
4
B.2.4-3 (1)
48.0932
136.6548
7741.0487
-12656.1716
Base
1
4
B.2.4-5 (1) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (1) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-6
27.6171
89.8334
4514.5707
-8019.3198
Base
1
4
B.2.4-7 (1) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (1) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.3-1
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
B.2.3-2
41.9561
116.6919
6737.8108
-10874.1006
Base
1
4
B.2.3-3 (1)
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
ExDIS Max
1476.4185
408.9317
2815.3607
60227.9011
Base
1
4
ExDIS Min
-1476.4185
-408.9317
-2815.3607
-60227.9011
Base
1
4
EyDIS Max
247.5653
794.898
1215.4616
125342.8939
Base
1
4
EyDIS Min
-247.5653
-794.898
-1215.4616
-125342.8939
Base
1
4
B.2.4-4 (1)
48.0932
136.6548
7741.0487
-12656.1716
Base
1
4
B.2.4-5 (2) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (2) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (3) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (3) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (4) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (4) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (5) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (5) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (6) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (6) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (7) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (7) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (8) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (8) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-7 (2) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (2) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.4-7 (3) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (3) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.4-7 (4) Max
1578.3052
737.2345
7694.5699
89811.4495
Page 162 of 290
-1963.7453
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
1
Base
1
Base
4
B.2.4-7 (4) Min
-1523.071
-557.5677
1334.5715
-105850.089
4
B.2.4-7 (5) Max
718.1079
1007.4109
6574.6405
135391.9444
1
4
B.2.4-7 (5) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (6) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (6) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (7) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (7) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (8) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (8) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.3-4 (1)
39.1385
112.4726
6307.4055
-10383.1643
Base
1
4
B.2.3-5
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
B.2.3-6 (1) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (1) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (2) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (2) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (3) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (3) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (4) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (4) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (5) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (5) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (6) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (6) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (7) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (7) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (8) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (8) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-7 (1)
39.1385
112.4726
6307.4055
-10383.1643
Base
1
4
B.2.3-8 (1) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (1) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (2) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (2) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (3) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (3) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (4) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (4) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (5) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (5) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (6) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (6) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (7) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (7) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (8) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (8) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-9
18.4114
59.8889
3009.7138
-5346.2132
Page 163 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
1
4
B.2.3-10 (1) Max
Base
1
4
B.2.3-10 (1) Min
1103.8931
513.0697
5235.7132
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (2) Max
1103.8931
513.0697
5235.7132
63135.3253
Base
1
4
Base
1
4
B.2.3-10 (2) Min
-1067.0703
-393.2918
783.7143
-73827.7517
B.2.3-10 (3) Max
1103.8931
513.0697
5235.7132
Base
1
4
B.2.3-10 (3) Min
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (4) Max
Base
1
4
B.2.3-10 (4) Min
1103.8931
513.0697
5235.7132
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (5) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (5) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (6) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (6) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (7) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (7) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (8) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (8) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
ENVOLVENTE DE SERVICIO Max
1116.1673
742.1191
7976.9051
95041.6718
Base
1
4
ENVOLVENTE DE SERVICIO Min
-1067.0703
-582.4153
783.7143
-109298.2402
Base
1
4
ENVOLVENTE MAYORADA Max
1598.7813
1054.2323 10921.0479
135391.9444
Base
1
4
ENVOLVENTE MAYORADA Min
-1523.071
-827.7441
1334.5715
-156067.4358
Base
1
4
B.2.3-3 (2)
30.6826
99.8168
5015.7697
-8911.429
Base
1
4
B.2.3-4 (2)
39.1362
112.474
6307.0906
-10383.9695
Base
1
4
B.2.3-7 (2)
39.1362
112.474
6307.0906
-10383.9695
Base
1
4
B.2.3-8 (9) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (9) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (10) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (10) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (11) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (11) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (12) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (12) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (13) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (13) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (14) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (14) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (15) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (15) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (16) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (16) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.4-2 (2)
54.854
146.7819
8773.8115
-13834.9557
Base
1
4
B.2.4-3 (2)
48.0884
136.6578
7740.3769
-12657.8896
Base
1
4
B.2.4-4 (2)
48.0917
136.6558
7740.8388
-12656.7085
Base
1
4
B.2.4-5 (1) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (1) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (2) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Page 164 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
1
4
B.2.4-5 (2) DER Min
-8634.371
-3488.2113 -10064.098
Base
1
4
B.2.4-5 (3) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (3) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (4) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (4) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (5) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (5) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-5 (6) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (6) DER Min
-3818.0368
-5000.957
-815630.7752
Base
1
4
B.2.4-5 (7) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (7) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-5 (8) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (8) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-7 (1) DER Max
8710.0813
3714.6995 22319.7174
539745.3457
Base
1
4
B.2.4-7 (1) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (2) DER Max
8710.0813
Base
1
4
B.2.4-7 (2) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (3) DER Max
8710.0813
Base
1
4
B.2.4-7 (3) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (4) DER Max
8710.0813
Base
1
4
B.2.4-7 (4) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (5) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (5) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (6) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (6) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (7) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (7) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (8) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (8) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
2
8
DEAD
-0.9725
-59.6222
5373.6195
Base
2
8
LIVE
-14.8109
-10.3978
1678.3656
262.022
Base
2
8
SX Max
5523.632
2610.2731
10794.231
363623.4043
Base
2
8
SY Max
720.8741
5754.9251
2705.6658
808392.812
Base
2
8
Lr
0
0
0
0
Base
2
8
EMPUJE
0
0
0
0
Base
2
8
GRANIZO
0.0357
0.0236
1.0933
-2.8471
Base
2
8
Sx Estatico
-4881.7011
560.7443
-10515.9984
-78207.4307
Base
2
8
Sy Estatico
-47.8817
-5396.6645 -3052.8045
759440.7481
Base
2
8
B.2.4-1
-1.3615
-83.4711
7523.0672
5740.7899
Base
2
8
B.2.4-2 (1)
-24.8644
-88.1832
9133.7284
5339.9124
Base
2
8
B.2.4-3 (1)
-15.9779
-81.9445
8126.709
5182.6991
Base
2
8
B.2.4-5 (1) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (1) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-6
-0.8752
-53.66
4836.2575
3690.5078
Base
2
8
B.2.4-7 (1) Max
1024.2699
720.8837
6909.0767
111947.3347
Load Case/Combo
Page 165 of 290
FY kgf
FZ kgf
-3793.4968
3714.6995 22319.7174 3714.6995 22319.7174 3714.6995 22319.7174
MX kgf-cm -560420.8372
539745.3457 539745.3457 539745.3457
4100.5642
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
2
8
B.2.4-7 (1) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.3-1
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
B.2.3-2
-15.7834
-70.02
7051.9851
4362.5863
Base
2
8
B.2.3-3 (1)
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
ExDIS Max
986.5207
466.1948
1927.8497
64943.14
Base
2
8
ExDIS Min
-986.5207
-466.1948
-1927.8497
-64943.14
Base
2
8
EyDIS Max
128.7481
1027.8296
483.2319
144378.9562
Base
2
8
EyDIS Min
-128.7481
-1027.8296
-483.2319
-144378.9562
Base
2
8
B.2.4-4 (1)
-15.9779
-81.9445
8126.709
5182.6991
Base
2
8
B.2.4-5 (2) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (2) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (3) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (3) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (4) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (4) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (5) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (5) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (6) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (6) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (7) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (7) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (8) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (8) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-7 (2) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (2) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (3) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (3) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (4) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (4) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (5) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (5) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (6) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (6) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (7) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (7) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (8) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (8) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.3-4 (1)
-12.0806
-67.4206
6632.3937
4297.0808
Base
2
8
B.2.3-5
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
B.2.3-6 (1) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (1) Min
-718.574
-601.8028
3922.646
-71679.2146
Base
2
8
B.2.3-6 (2) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (2) Min
-718.574
-601.8028
3922.646
-71679.2146
Base
2
8
B.2.3-6 (3) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (3) Min
-718.574
-601.8028
3922.646
-71679.2146
Page 166 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
2
8
B.2.3-6 (4) Max
Base
2
8
B.2.3-6 (4) Min
Base
2
8
Base
2
Base
2
Base
716.6291
482.5583
6824.5929
79880.343
-718.574
-601.8028
3922.646
-71679.2146
B.2.3-6 (5) Max
296.3206
757.7594
6116.7302
118803.893
8
B.2.3-6 (5) Min
-298.2655
-877.0039
4630.5087
-110602.7645
8
B.2.3-6 (6) Max
296.3206
757.7594
6116.7302
118803.893
2
8
B.2.3-6 (6) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-6 (7) Max
296.3206
757.7594
6116.7302
118803.893
Base
2
8
B.2.3-6 (7) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-6 (8) Max
296.3206
757.7594
6116.7302
118803.893
Base
2
8
B.2.3-6 (8) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-7 (1)
-12.0806
-67.4206
6632.3937
4297.0808
Base
2
8
B.2.3-8 (1) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (1) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (2) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (2) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (3) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (3) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (4) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (4) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (5) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (5) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (6) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (6) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (7) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (7) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (8) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (8) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-9
-0.5835
-35.7733
3224.1717
2460.3385
Base
2
8
B.2.3-10 (1) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (1) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (2) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (2) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (3) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (3) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (4) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (4) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (5) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (5) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (6) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (6) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (7) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (7) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (8) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (8) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
ENVOLVENTE DE SERVICIO Max
717.0181
781.6083
7720.6238
118803.893
Page 167 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
2
8
ENVOLVENTE DE SERVICIO Min
-718.574
Base
2
8
ENVOLVENTE MAYORADA Max
1024.2699
1114.0281 10199.5282
169044.5974
Base
2
8
ENVOLVENTE MAYORADA Min
-1041.123
-1249.6325
2763.4383
-160171.3904
Base
2
8
B.2.3-3 (2)
-0.9368
-59.5986
5374.7127
4097.7172
Base
2
8
B.2.3-4 (2)
-12.0539
-67.4029
6633.2136
4294.9455
Base
2
8
B.2.3-7 (2)
-12.0539
-67.4029
6633.2136
4294.9455
Base
2
8
B.2.3-8 (9) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (9) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (10) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (10) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (11) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (11) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (12) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (12) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (13) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (13) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (14) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (14) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (15) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (15) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (16) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (16) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.4-2 (2)
-24.8466
-88.1714
9134.275
5338.4888
Base
2
8
B.2.4-3 (2)
-15.9208
-81.9067
8128.4582
5178.1438
Base
2
8
B.2.4-4 (2)
-15.96
-81.9327
8127.2556
5181.2756
Base
2
8
B.2.4-5 (1) DER Max
5723.9163
4254.8061 19732.6397
611323.947
Base
2
8
B.2.4-5 (1) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (2) DER Max
5723.9163
Base
2
8
B.2.4-5 (2) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (3) DER Max
5723.9163
Base
2
8
B.2.4-5 (3) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (4) DER Max
5723.9163
Base
2
8
B.2.4-5 (4) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (5) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (5) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (6) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (6) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (7) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (7) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (8) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (8) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-7 (1) DER Max
Base
2
8
B.2.4-7 (1) DER Min
Base
2
8
B.2.4-7 (2) DER Max
Base
2
8
B.2.4-7 (2) DER Min
5739.019
FY kgf
FZ kgf
MX kgf-cm
-877.0039
1773.1982
-112242.9902
4254.8061 19732.6397 4254.8061 19732.6397 4254.8061 19732.6397
-600958.5488 611323.947 -600958.5488 611323.947 -600958.5488 611323.947 -600958.5488
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
-602450.7401
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
5739.019
-602450.7401
Page 168 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
2
8
B.2.4-7 (3) DER Max
Base
2
8
B.2.4-7 (3) DER Min
Base
2
8
B.2.4-7 (4) DER Max
Base
2
8
Base
2
8
Base
2
8
B.2.4-7 (5) DER Min
Base
2
8
B.2.4-7 (6) DER Max
Base
2
8
B.2.4-7 (6) DER Min
Base
2
8
B.2.4-7 (7) DER Max
Base
2
8
B.2.4-7 (7) DER Min
Base
2
8
B.2.4-7 (8) DER Max
Base
2
8
B.2.4-7 (8) DER Min
Base
3
12
DEAD
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
LIVE
-4.7213
-0.0639
1073.5952
-581.2819
Base
3
12
SX Max
4668.9433
2686.48
11348.0193
369834.0593
Base
3
12
SY Max
907.9021
5983.7248
1982.7559
827077.5593
Base
3
12
Lr
0
0
0
0
Base
3
12
EMPUJE
0
0
0
0
Base
3
12
GRANIZO
0.0329
-0.0041
1.0189
-0.5891
Base
3
12
Sx Estatico
-4622.6427
526.3317
-11518.2942
-75399.1754
Base
3
12
Sy Estatico
51.4353
-5617.1418
-314.9856
777432.8691
Base
3
12
B.2.4-1
30.2565
1.9566
5981.7803
-1230.5702
Base
3
12
B.2.4-2 (1)
18.3801
1.5749
6844.9925
-1984.8254
Base
3
12
B.2.4-3 (1)
21.2129
1.6132
6200.8354
-1636.0563
Base
3
12
B.2.4-5 (1) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (1) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-6
19.4506
1.2578
3845.4302
-791.0808
Base
3
12
B.2.4-7 (1) Max
901.9693
801.6711
5978.4225
109576.0978
Base
3
12
B.2.4-7 (1) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.3-1
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
B.2.3-2
16.8905
1.3337
5346.2954
-1460.2606
Base
3
12
B.2.3-3 (1)
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
ExDIS Max
833.8733
479.8053
2026.7562
66052.363
Base
3
12
ExDIS Min
-833.8733
-479.8053
-2026.7562
-66052.363
Base
3
12
EyDIS Max
162.1513
1068.6932
354.1202
147716.0521
Base
3
12
EyDIS Min
-162.1513
-1068.6932
-354.1202
-147716.0521
Base
3
12
B.2.4-4 (1)
21.2129
1.6132
6200.8354
-1636.0563
Base
3
12
B.2.4-5 (2) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (2) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (3) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (3) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (4) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (4) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (5) Max
433.5262
1214.2481
7162.9825
165895.7047
Base
3
12
B.2.4-5 (5) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
5739.019
FY kgf
FZ kgf
MX kgf-cm
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
-602450.7401
5739.019
4283.0906 16442.1882
609831.7557
B.2.4-7 (4) DER Min
-5740.7694 -4390.4106 -6769.6732
-602450.7401
B.2.4-7 (5) DER Max
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
Page 169 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
3
12
B.2.4-5 (6) Max
Base
3
12
B.2.4-5 (6) Min
Base
3
12
B.2.4-5 (7) Max
Base
3
12
Base
3
12
Base
3
12
Base
3
Base
3
Base Base
FX kgf
FY kgf
FZ kgf
433.5262
1214.2481
7162.9825
165895.7047
-391.1004
-1211.0216
5238.6884
-169167.8173
433.5262
1214.2481
7162.9825
165895.7047
B.2.4-5 (7) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
B.2.4-5 (8) Max
433.5262
1214.2481
7162.9825
165895.7047
B.2.4-5 (8) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
12
B.2.4-7 (2) Max
901.9693
801.6711
5978.4225
109576.0978
12
B.2.4-7 (2) Min
-863.068
-799.1555
1712.4379
-111158.2595
3
12
B.2.4-7 (3) Max
901.9693
801.6711
5978.4225
109576.0978
3
12
B.2.4-7 (3) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.4-7 (4) Max
901.9693
801.6711
5978.4225
109576.0978
Base
3
12
B.2.4-7 (4) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.4-7 (5) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (5) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (6) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (6) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (7) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (7) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (8) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (8) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.3-4 (1)
18.0709
1.3497
5077.8966
-1314.9401
Base
3
12
B.2.3-5
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
B.2.3-6 (1) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (1) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (2) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (2) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (3) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (3) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (4) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (4) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (5) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (5) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (6) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (6) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (7) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (7) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (8) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (8) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-7 (1)
18.0709
1.3497
5077.8966
-1314.9401
Base
3
12
B.2.3-8 (1) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (1) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (2) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (2) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (3) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (3) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Page 170 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
3
12
B.2.3-8 (4) Max
Base
3
12
B.2.3-8 (4) Min
481.3932
421.5667
6197.7176
56627.8287
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (5) Max
234.5353
637.983
5583.0238
86639.2344
Base
3
12
Base
3
12
B.2.3-8 (5) Min
-198.3936
-635.2836
4572.7694
-89269.1146
B.2.3-8 (6) Max
234.5353
637.983
5583.0238
Base
3
12
B.2.3-8 (6) Min
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-8 (7) Max
Base
3
12
B.2.3-8 (7) Min
234.5353
637.983
5583.0238
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-8 (8) Max
Base
3
12
B.2.3-8 (8) Min
234.5353
637.983
5583.0238
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-9
12.9671
0.8386
2563.6201
-527.3872
Base
3
12
B.2.3-10 (1) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (1) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (2) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (2) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (3) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (3) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (4) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (4) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (5) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (5) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (6) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (6) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (7) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (7) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (8) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (8) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
ENVOLVENTE DE SERVICIO Max
639.3749
850.242
6197.7176
116744.8455
Base
3
12
ENVOLVENTE DE SERVICIO Min
-604.796
-848.0058
1070.5255
-118151.2114
Base
3
12
ENVOLVENTE MAYORADA Max
903.7316
1214.2481
8333.8278
166740.6801
Base
3
12
ENVOLVENTE MAYORADA Min
-863.068
-1211.377
1712.4379
-169167.8173
Base
3
12
B.2.3-3 (2)
21.6447
1.3935
4273.7191
-879.5678
Base
3
12
B.2.3-4 (2)
18.0955
1.3466
5078.6608
-1315.382
Base
3
12
B.2.3-7 (2)
18.0955
1.3466
5078.6608
-1315.382
Base
3
12
B.2.3-8 (9) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (9) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (10) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (10) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (11) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (11) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (12) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (12) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (13) Max
234.56
637.9799
5583.788
86638.7926
Base
3
12
B.2.3-8 (13) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.3-8 (14) Max
234.56
637.9799
5583.788
86638.7926
Page 171 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
3
Base
3
12
B.2.3-8 (14) Min
-198.3689
-635.2867
4573.5335
-89269.5565
12
B.2.3-8 (15) Max
234.56
637.9799
5583.788
Base
86638.7926
3
12
B.2.3-8 (15) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.3-8 (16) Max
234.56
637.9799
5583.788
86638.7926
Base
3
12
B.2.3-8 (16) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.4-2 (2)
18.3966
1.5729
6845.502
-1985.12
Base
3
12
B.2.4-3 (2)
21.2656
1.6067
6202.4656
-1636.9989
Base
3
12
B.2.4-4 (2)
21.2294
1.6112
6201.3449
-1636.3509
Base
3
12
B.2.4-5 (1) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (1) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (2) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (2) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (3) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (3) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (4) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (4) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (5) DER Max
Base
3
12
B.2.4-5 (5) DER Min
Base
3
12
B.2.4-5 (6) DER Max
Base
3
12
B.2.4-5 (6) DER Min
Base
3
12
B.2.4-5 (7) DER Max
Base
3
12
B.2.4-5 (7) DER Min
Base
3
12
B.2.4-5 (8) DER Max
Base
3
12
B.2.4-5 (8) DER Min
Base
3
12
B.2.4-7 (1) DER Max
4960.7646
Base
3
12
B.2.4-7 (1) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (2) DER Max
4960.7646
4482.8553 15788.2763
617166.2463
Base
3
12
B.2.4-7 (2) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (3) DER Max
4960.7646
617166.2463
Base
3
12
B.2.4-7 (3) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (4) DER Max
4960.7646
617166.2463
Base
3
12
B.2.4-7 (4) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (5) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (5) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (6) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (6) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (7) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (7) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (8) DER Max
2328.0357
9232.5919
937236.6963
Base
3
12
B.2.4-7 (8) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
4
16
DEAD
Base
4
16
LIVE
3.0596
-0.6239
8.7831
-535.5853
Base
4
16
SX Max
4086.7513
2249.7303
10033.03
334155.3659
Base
4
16
SY Max
1505.6268
4828.1494 11214.6813
Base
4
16
Lr
0
2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555
23.8755
Page 172 of 290
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
4482.8553 15788.2763
4482.8553 15788.2763 4482.8553 15788.2763 6790.9266 6790.9266 6790.9266 6790.9266 -28.4725
0
9232.5919 9232.5919 9232.5919
1934.6334
0
617166.2463
1558.5798
732674.033 0
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
4
16
EMPUJE
0
0
0
0
Base
4
16
GRANIZO
-0.0064
0.0066
-0.5903
-1.4576
Base
4
16
Sx Estatico
-4061.349
527.5716
-10111.1721
-75500.3573
Base
4
16
Sy Estatico
251.3497
-4510.3947
9623.7942
687116.3998
Base
4
16
B.2.4-1
33.4257
-39.8615
2708.4868
2182.0118
Base
4
16
B.2.4-2 (1)
33.5459
-35.1652
2335.613
1013.3594
Base
4
16
B.2.4-3 (1)
31.7102
-34.7908
2330.3432
1334.7105
Base
4
16
B.2.4-5 (1) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (1) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-6
21.488
-25.6252
1741.1701
1402.7219
Base
4
16
B.2.4-7 (1) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (1) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.3-1
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
B.2.3-2
26.9351
-29.0963
1943.4165
1022.9946
Base
4
16
B.2.3-3 (1)
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
ExDIS Max
729.8938
401.8018
1791.8991
59680.1483
Base
4
16
ExDIS Min
-729.8938
-401.8018
-1791.8991
-59680.1483
Base
4
16
EyDIS Max
268.9049
862.3075
2002.9421
130855.5823
Base
4
16
EyDIS Min
-268.9049
-862.3075
-2002.9421
-130855.5823
Base
4
16
B.2.4-4 (1)
31.7102
-34.7908
2330.3432
1334.7105
Base
4
16
B.2.4-5 (2) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (2) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (3) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (3) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (4) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (4) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (5) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (5) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (6) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (6) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (7) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (7) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (8) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (8) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-7 (2) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (2) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (3) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (3) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (4) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (4) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (5) Max
509.3611
957.2228
4281.6819
150162.3486
Base
4
16
B.2.4-7 (5) Min
-466.3851
-1008.4733
-799.3418
-147356.9049
Base
4
16
B.2.4-7 (6) Max
509.3611
957.2228
4281.6819
150162.3486
Base
4
16
B.2.4-7 (6) Min
-466.3851
-1008.4733
-799.3418
-147356.9049
Base
4
16
B.2.4-7 (7) Max
509.3611
957.2228
4281.6819
150162.3486
Load Case/Combo
Page 173 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
4
Base
4
Base
16
B.2.4-7 (7) Min
-466.3851
16
B.2.4-7 (8) Max
509.3611
4
16
B.2.4-7 (8) Min
-466.3851
Base
4
16
B.2.3-4 (1)
26.1702
-28.9404
1941.2207
1156.8909
Base
4
16
B.2.3-5
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
B.2.3-6 (1) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (1) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (2) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (2) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (3) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (3) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (4) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (4) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (5) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (5) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (6) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (6) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (7) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (7) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (8) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (8) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-7 (1)
26.1702
-28.9404
1941.2207
1156.8909
Base
4
16
B.2.3-8 (1) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (1) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (2) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (2) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (3) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (3) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (4) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (4) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (5) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (5) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (6) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (6) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (7) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (7) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (8) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (8) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-9
14.3253
-17.0835
1160.78
935.1479
Base
4
16
B.2.3-10 (1) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (1) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (2) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (2) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (3) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (3) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Page 174 of 290
FZ kgf
MX kgf-cm
-1008.4733
-799.3418
-147356.9049
957.2228
4281.6819
150162.3486
-1008.4733
-799.3418
-147356.9049
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
4
16
B.2.3-10 (4) Max
Base
4
16
B.2.3-10 (4) Min
581.721
445.2624
2835.7273
70190.924
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (5) Max
355.8365
670.9101
2939.1383
105066.8867
Base
4
16
Base
4
16
B.2.3-10 (5) Min
-327.1858
-705.0771
-617.5782
-103196.5909
B.2.3-10 (6) Max
355.8365
670.9101
2939.1383
Base
4
16
B.2.3-10 (6) Min
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
B.2.3-10 (7) Max
Base
4
16
B.2.3-10 (7) Min
355.8365
670.9101
2939.1383
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
B.2.3-10 (8) Max
Base
4
16
B.2.3-10 (8) Min
355.8365
670.9101
2939.1383
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
ENVOLVENTE DE SERVICIO Max
Base
4
16
ENVOLVENTE DE SERVICIO Min
591.2712
670.9101
3712.9917
105690.3186
-553.0704
-716.4661
-617.5782
-103196.5909
Base
4
16
ENVOLVENTE MAYORADA Max
842.2755
957.2228
4870.855
150162.3486
Base
4
16
ENVOLVENTE MAYORADA Min
-789.0773
-1017.6389
-799.3418
-147424.9162
Base
4
16
B.2.3-3 (2)
23.8691
-28.4659
1934.0431
1557.1222
Base
4
16
B.2.3-4 (2)
26.1654
-28.9355
1940.778
1155.7977
Base
4
16
B.2.3-7 (2)
26.1654
-28.9355
1940.778
1155.7977
Base
4
16
B.2.3-8 (9) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (9) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (10) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (10) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (11) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (11) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (12) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (12) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (13) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (13) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (14) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (14) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (15) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (15) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (16) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (16) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.4-2 (2)
33.5427
-35.1619
2335.3179
1012.6306
Base
4
16
B.2.4-3 (2)
31.7
-34.7803
2329.3988
1332.3784
Base
4
16
B.2.4-4 (2)
31.707
-34.7876
2330.048
Base
4
16
B.2.4-5 (1) DER Max
4570.1496
Base
4
16
B.2.4-5 (1) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (2) DER Max
4570.1496
Base
4
16
B.2.4-5 (2) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (3) DER Max
4570.1496
Base
4
16
B.2.4-5 (3) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (4) DER Max
4570.1496
Base
4
16
B.2.4-5 (4) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (5) DER Max
2763.3624
Page 175 of 290
3663.3843 15727.7775 3663.3843 15727.7775 3663.3843 15727.7775 3663.3843 15727.7775 5468.2776 16554.9335
MX kgf-cm
1333.9817 555292.2863 555292.2863 555292.2863 555292.2863 834255.3533
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
4
16
B.2.4-5 (5) DER Min
-2699.942
Base
4
16
B.2.4-5 (6) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (6) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-5 (7) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (7) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-5 (8) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (8) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-7 (1) DER Max
4559.9273
3672.5499 15138.6044
Base
4
16
B.2.4-7 (1) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (2) DER Max
4559.9273
Base
4
16
B.2.4-7 (2) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (3) DER Max
4559.9273
Base
4
16
B.2.4-7 (3) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (4) DER Max
4559.9273
Base
4
16
B.2.4-7 (4) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (5) DER Max
2753.1402
Base
4
16
B.2.4-7 (5) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (6) DER Max
2753.1402
Base
4
16
B.2.4-7 (6) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (7) DER Max
2753.1402
Base
4
16
B.2.4-7 (7) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (8) DER Max
2753.1402
Base
4
16
B.2.4-7 (8) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
5
20
DEAD
Base
5
20
Base
5
20
Base
5
20
Base
5
20
Base
5
20
EMPUJE
0
0
0
0
Base
5
20
GRANIZO
-0.0125
0.0157
0.83
-2.8128
Base
5
20
Sx Estatico
-7002.3967
13.5348
3429.2897
Base
5
20
Sy Estatico
-310.7392
Base
5
20
B.2.4-1
21.1423
228.4169
13550.1729
-19839.8488
Base
5
20
B.2.4-2 (1)
24.6161
239.7705
18556.1658
-21598.2636
Base
5
20
B.2.4-3 (1)
22.1808
223.2763
15953.0163
-19876.009
Base
5
20
B.2.4-5 (1) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (1) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-6
13.5915
146.8394
8710.8254
-12754.1885
Base
5
20
B.2.4-7 (1) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (1) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.3-1
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
B.2.3-2
19.1605
190.6453
14017.2773
-17041.7449
Base
5
20
B.2.3-3 (1)
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
ExDIS Max
1781.769
122.1694
874.6241
19373.4237
Base
5
20
ExDIS Min
-1781.769
-122.1694
-874.6241
-19373.4237
Load Case/Combo
FY kgf
FZ kgf
MX kgf-cm
-5537.8593 -11894.2471 -831585.9322
3672.5499 15138.6044 3672.5499 15138.6044 3672.5499 15138.6044 5477.4432 15965.7604 5477.4432 15965.7604 5477.4432 15965.7604 5477.4432 15965.7604
834255.3533 834255.3533 555360.2976 555360.2976 555360.2976 555360.2976 834323.3646 834323.3646 834323.3646 834323.3646
15.1016
163.1549
LIVE
4.0589
27.4904
4338.5824
-2870.4243
SX Max
9976.3104
684.039
4897.1113
108473.817
SY Max
1662.1875
4479.7966
6166.1382
708473.2302
Lr
0
0
0
0
Page 176 of 290
9678.6949
834255.3533
-4257.9873 -5695.0466
-14171.3206
-3717.2737 676315.2464
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
5
20
EyDIS Max
296.8667
800.0917
1101.2723
126533.3189
Base
5
20
EyDIS Min
-296.8667
-800.0917
-1101.2723
-126533.3189
Base
5
20
B.2.4-4 (1)
22.1808
223.2763
15953.0163
-19876.009
Base
5
20
B.2.4-5 (2) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (2) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (3) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (3) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (4) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (4) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (5) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (5) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-5 (6) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (6) Min
-809.2166
-613.4662
-152221.355
Base
5
20
B.2.4-5 (7) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (7) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-5 (8) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (8) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-7 (2) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (2) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (3) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (3) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (4) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (4) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (5) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (5) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (6) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (6) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (7) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (7) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (8) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (8) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.3-4 (1)
18.1458
183.7727
12932.6317
-16324.1388
Base
5
20
B.2.3-5
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
B.2.3-6 (1) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (1) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (2) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (2) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (3) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (3) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (4) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (4) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (5) Max
597.0798
748.8747
10633.2566
78470.4217
Base
5
20
B.2.3-6 (5) Min
-566.8766
-422.5648
8724.1333
-106813.0628
Base
5
20
B.2.3-6 (6) Max
597.0798
748.8747
10633.2566
78470.4217
Base
5
20
B.2.3-6 (6) Min
-566.8766
-422.5648
8724.1333
-106813.0628
Page 177 of 290
FY kgf
FZ kgf
14589.3568
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
5
20
B.2.3-6 (7) Max
Base
5
20
B.2.3-6 (7) Min
Base
5
20
B.2.3-6 (8) Max
Base
5
20
Base
5
20
Base
5
Base
FX kgf
FY kgf
FZ kgf
597.0798
748.8747
10633.2566
78470.4217
-566.8766
-422.5648
8724.1333
-106813.0628
597.0798
748.8747
10633.2566
78470.4217
B.2.3-6 (8) Min
-566.8766
-422.5648
8724.1333
-106813.0628
B.2.3-7 (1)
18.1458
183.7727
12932.6317
-16324.1388
20
B.2.3-8 (1) Max
1000.331
373.9261
13565.2598
13775.9064
5
20
B.2.3-8 (1) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (2) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (2) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (3) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (3) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (4) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (4) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (5) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (5) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (6) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (6) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (7) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (7) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (8) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (8) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-9
9.061
97.893
5807.217
-8502.7923
Base
5
20
B.2.3-10 (1) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (1) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (2) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (2) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (3) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (3) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (4) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (4) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (5) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (5) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (6) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (6) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (7) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (7) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (8) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (8) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
ENVOLVENTE DE SERVICIO Max
1324.6819
748.8747
14017.2773
84138.9499
Base
5
20
ENVOLVENTE DE SERVICIO Min
-1300.5194
-487.8268
4852.6553
-106813.0628
Base
5
20
ENVOLVENTE MAYORADA Max
1893.0098
1060.0188 18556.1658
119591.1575
Base
5
20
ENVOLVENTE MAYORADA Min
-1857.2376
-689.903
7347.1659
-152221.355
Base
5
20
B.2.3-3 (2)
15.0891
163.1707
9679.5249
-14174.1333
Base
5
20
B.2.3-4 (2)
18.1364
183.7845
12933.2542
-16326.2484
Base
5
20
B.2.3-7 (2)
18.1364
183.7845
12933.2542
-16326.2484
Page 178 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
5
20
B.2.3-8 (9) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (9) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (10) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (10) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (11) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (11) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (12) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (12) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (13) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (13) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (14) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (14) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (15) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (15) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (16) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (16) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.4-2 (2)
24.6099
239.7784
18556.5808
-21599.67
Base
5
20
B.2.4-3 (2)
22.1608
223.3014
15954.3443
-19880.5094
Base
5
20
B.2.4-4 (2)
22.1745
223.2841
15953.4313
-19877.4154
Base
5
20
B.2.4-5 (1) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (1) DER Min
-10452.7858 -1804.7017
-340891.795
Base
5
20
B.2.4-5 (2) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (2) DER Min
-10452.7858 -1804.7017
9206.0636
-340891.795
Base
5
20
B.2.4-5 (3) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (3) DER Min
-10452.7858 -1804.7017
-340891.795
Base
5
20
B.2.4-5 (4) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (4) DER Min
-10452.7858 -1804.7017
9206.0636
-340891.795
Base
5
20
B.2.4-5 (5) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (5) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (6) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (6) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (7) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (7) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (8) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (8) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-7 (1) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (1) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (2) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (2) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (3) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (3) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (4) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (4) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (5) DER Max
4668.6721
4831.8477
16346.097
728261.1868
Base
5
20
B.2.4-7 (5) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
Page 179 of 290
9206.0636
9206.0636
8317.7448 8317.7448 8317.7448 8317.7448 1963.8727 1963.8727 1963.8727 1963.8727
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
5
20
Base
5
20
Base
5
20
Base
5
Base
5
Base
B.2.4-7 (6) DER Max
4668.6721
4831.8477
16346.097
728261.1868
B.2.4-7 (6) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
B.2.4-7 (7) DER Max
4668.6721
4831.8477
16346.097
728261.1868
20
B.2.4-7 (7) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
20
B.2.4-7 (8) DER Max
4668.6721
4831.8477
16346.097
728261.1868
5
20
B.2.4-7 (8) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
Base
6
24
DEAD
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
LIVE
3.4167
-32.5641
3605.7822
2030.3407
Base
6
24
SX Max
6854.2154
905.3891
2302.5074
126567.622
Base
6
24
SY Max
875.5511
5923.9532
6184.0826
826487.7099
Base
6
24
Lr
0
0
0
0
Base
6
24
EMPUJE
0
0
0
0
Base
6
24
GRANIZO
0.1695
0.1156
32.0044
-10.9633
Base
6
24
Sx Estatico
-6093.3756
37.6634
1534.4892
-5686.2997
Base
6
24
Sy Estatico
-122.1882
-5660.6312 -6095.6481
790778.469
Base
6
24
B.2.4-1
40.7175
-173.5362
14318.0182
12961.6731
Base
6
24
B.2.4-2 (1)
40.3675
-200.8479
18041.8386
14358.5507
Base
6
24
B.2.4-3 (1)
38.3175
-181.3095
15878.3692
13140.3463
Base
6
24
B.2.4-5 (1) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (1) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-6
26.1756
-111.559
9204.4403
8332.5042
Base
6
24
B.2.4-7 (1) Max
1297.2505
367.5489
9947.0113
75220.693
Base
6
24
B.2.4-7 (1) Min
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.3-1
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
B.2.3-2
32.5007
-156.5186
13832.9381
11288.6787
Base
6
24
B.2.3-3 (1)
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
ExDIS Max
1224.1629
161.7025
411.2278
22604.9773
Base
6
24
ExDIS Min
-1224.1629
-161.7025
-411.2278
-22604.9773
Base
6
24
EyDIS Max
156.3734
1058.018
1104.4772
147610.705
Base
6
24
EyDIS Min
-156.3734
-1058.018
-1104.4772
-147610.705
Base
6
24
B.2.4-4 (1)
38.3175
-181.3095
15878.3692
13140.3463
Base
6
24
B.2.4-5 (2) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (2) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (3) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (3) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (4) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (4) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (5) Max
561.9398
925.2193
17106.2147
167532.5445
Base
6
24
B.2.4-5 (5) Min
-485.3048
-1287.8383 14650.5237
-141251.8519
Base
6
24
B.2.4-5 (6) Max
561.9398
Base
6
24
B.2.4-5 (6) Min
-485.3048
Base
6
24
B.2.4-5 (7) Max
561.9398
Base
6
24
B.2.4-5 (7) Min
-485.3048
Base
6
24
B.2.4-5 (8) Max
561.9398
Base
6
24
B.2.4-5 (8) Min
-485.3048
Page 180 of 290
925.2193
FZ kgf
MX kgf-cm
17106.2147
167532.5445
-1287.8383 14650.5237
-141251.8519
17106.2147
167532.5445
-1287.8383 14650.5237
925.2193
-141251.8519
17106.2147
167532.5445
-1287.8383 14650.5237
925.2193
-141251.8519
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
6
24
B.2.4-7 (2) Max
Base
6
24
B.2.4-7 (2) Min
1297.2505
367.5489
9947.0113
75220.693
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.4-7 (3) Max
1297.2505
367.5489
9947.0113
75220.693
Base
6
24
Base
6
24
B.2.4-7 (3) Min
-1244.8993
-590.6669
8461.8693
-58555.6846
B.2.4-7 (4) Max
1297.2505
367.5489
9947.0113
Base
6
24
B.2.4-7 (4) Min
75220.693
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.4-7 (5) Max
Base
6
24
B.2.4-7 (5) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
-146059.694
Base
6
24
B.2.4-7 (6) Max
Base
6
24
B.2.4-7 (6) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
Base
6
24
B.2.4-7 (7) Max
-146059.694
549.7978
994.9698
10432.2858
162724.7023
Base
6
24
B.2.4-7 (7) Min
-497.4467
-1218.0878
7976.5948
-146059.694
Base
6
24
B.2.4-7 (8) Max
Base
6
24
B.2.4-7 (8) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
Base
6
24
B.2.3-4 (1)
-146059.694
31.6465
-148.3775
12931.4925
Base
6
24
B.2.3-5
10781.0935
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
Base
6
24
B.2.3-6 (1) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (1) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (2) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (2) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (3) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (3) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (4) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (4) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
B.2.3-6 (5) Max
Base
6
24
B.2.3-6 (5) Min
395.6196
650.6157
11086.6477
117332.8767
-337.4517
-898.5246
9367.664
Base
6
24
B.2.3-6 (6) Max
-98816.2008
395.6196
650.6157
11086.6477
117332.8767
Base
6
24
B.2.3-6 (6) Min
-337.4517
-898.5246
9367.664
-98816.2008
Base
6
24
B.2.3-6 (7) Max
Base
6
24
B.2.3-6 (7) Min
395.6196
650.6157
11086.6477
117332.8767
-337.4517
-898.5246
9367.664
Base
6
24
B.2.3-6 (8) Max
395.6196
-98816.2008
650.6157
11086.6477
117332.8767
Base
6
24
B.2.3-6 (8) Min
-337.4517
Base
6
24
B.2.3-7 (1)
31.6465
-898.5246
9367.664
-98816.2008
-148.3775
12931.4925
10781.0935
Base
6
24
B.2.3-8 (1) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (1) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (2) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (2) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (3) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (3) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (4) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (4) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (5) Max
306.5482
432.5501
13576.1114
91836.9976
Base
6
24
B.2.3-8 (5) Min
-243.2552
-729.3052
12286.8736
-70274.8105
Base
6
24
B.2.3-8 (6) Max
306.5482
432.5501
13576.1114
91836.9976
Base
6
24
B.2.3-8 (6) Min
-243.2552
-729.3052
12286.8736
-70274.8105
Page 181 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
6
24
B.2.3-8 (7) Max
Base
6
24
B.2.3-8 (7) Min
Base
6
24
B.2.3-8 (8) Max
Base
6
24
Base
6
24
Base
6
24
Base
6
Base
6
Base
6
Base
6
Base
FX kgf
FY kgf
FZ kgf
306.5482
432.5501
13576.1114
91836.9976
-243.2552
-729.3052
12286.8736
-70274.8105
306.5482
432.5501
13576.1114
91836.9976
B.2.3-8 (8) Min
-243.2552
-729.3052
12286.8736
-70274.8105
B.2.3-9
17.4504
-74.3727
6136.2935
5555.0028
B.2.3-10 (1) Max
907.2028
261.0029
6656.0932
52376.7349
24
B.2.3-10 (1) Min
-872.3021
-409.7482
5616.4938
-41266.7294
24
B.2.3-10 (2) Max
907.2028
261.0029
6656.0932
52376.7349
24
B.2.3-10 (2) Min
-872.3021
-409.7482
5616.4938
-41266.7294
24
B.2.3-10 (3) Max
907.2028
261.0029
6656.0932
52376.7349
6
24
B.2.3-10 (3) Min
-872.3021
-409.7482
5616.4938
-41266.7294
Base
6
24
B.2.3-10 (4) Max
907.2028
261.0029
6656.0932
52376.7349
Base
6
24
B.2.3-10 (4) Min
-872.3021
-409.7482
5616.4938
-41266.7294
Base
6
24
B.2.3-10 (5) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (5) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (6) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (6) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (7) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (7) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (8) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (8) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
ENVOLVENTE DE SERVICIO Max
918.8364
700.1975
13832.9381
117332.8767
Base
6
24
ENVOLVENTE DE SERVICIO Min
-872.3021
-898.5246
5276.8017
-102519.536
Base
6
24
ENVOLVENTE MAYORADA Max
1309.3924
994.9698
18041.8386
167532.5445
Base
6
24
ENVOLVENTE MAYORADA Min
-1244.8993 -1287.8383
7976.5948
-146059.694
Base
6
24
B.2.3-3 (2)
29.2535
-123.8389
10259.1603
9247.3746
Base
6
24
B.2.3-4 (2)
31.7737
-148.2909
12955.4958
10772.871
Base
6
24
B.2.3-7 (2)
31.7737
-148.2909
12955.4958
10772.871
Base
6
24
B.2.3-8 (9) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (9) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (10) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (10) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (11) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (11) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (12) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (12) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (13) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (13) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (14) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (14) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (15) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (15) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (16) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (16) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.4-2 (2)
40.4523
-200.7901
18057.8408
14353.0691
Page 182 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
6
24
B.2.4-3 (2)
38.5888
-181.1245
15929.5763
13122.805
Base
6
24
B.2.4-4 (2)
38.4023
-181.2517
15894.3715
13134.8646
Base
6
24
B.2.4-5 (1) DER Max
7155.1982
2501.2656 20036.1015
387654.2813
Base
6
24
B.2.4-5 (1) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (2) DER Max
7155.1982
Base
6
24
B.2.4-5 (2) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (3) DER Max
7155.1982
Base
6
24
B.2.4-5 (3) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (4) DER Max
7155.1982
Base
6
24
B.2.4-5 (4) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (5) DER Max
2970.1332
Base
6
24
B.2.4-5 (5) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (6) DER Max
2970.1332
Base
6
24
B.2.4-5 (6) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (7) DER Max
2970.1332
Base
6
24
B.2.4-5 (7) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (8) DER Max
2970.1332
Base
6
24
B.2.4-5 (8) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-7 (1) DER Max
7143.0563
Base
6
24
B.2.4-7 (1) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (2) DER Max
7143.0563
Base
6
24
B.2.4-7 (2) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (3) DER Max
7143.0563
Base
6
24
B.2.4-7 (3) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (4) DER Max
7143.0563
Base
6
24
B.2.4-7 (4) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (5) DER Max
2957.9913
Base
6
24
B.2.4-7 (5) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (6) DER Max
2957.9913
Base
6
24
B.2.4-7 (6) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (7) DER Max
2957.9913
Base
6
24
B.2.4-7 (7) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (8) DER Max
2957.9913
Base
6
24
B.2.4-7 (8) DER Min
-2905.6402 -6307.1289
2329.6055
-856125.4924
Base
7
28
DEAD
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
LIVE
-4.1302
13.6627
2793.9674
-1742.012
Base
7
28
SX Max
5707.9337
959.5654
3190.9274
130953.3955
Base
7
28
SY Max
1207.5098
6248.3883
1324.4229
852980.2579
Base
7
28
Lr
0
0
0
0
Base
7
28
EMPUJE
0
0
0
0
Base
7
28
GRANIZO
0.153
-0.1033
30.6472
6.8955
Base
7
28
Sx Estatico
-5677.8659
98.5106
2805.9542
-10651.7515
Base
7
28
Sy Estatico
211.1928
-5970.2863
1180.817
816047.9799
Base
7
28
B.2.4-1
3.9514
60.0674
12444.739
-6101.6317
Base
7
28
B.2.4-2 (1)
-3.2215
73.3467
15137.2671
-8017.1893
Page 183 of 290
11720.637
2501.2656 20036.1015 11720.637
2501.2656 20036.1015 11720.637
2501.2656 20036.1015 11720.637
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
6084.0109 16079.2751 2329.6055
6084.0109 16079.2751 2329.6055
6084.0109 16079.2751
MX kgf-cm
-361373.5887 387654.2813 -361373.5887 387654.2813 -361373.5887 387654.2813 -361373.5887 877598.3428 -851317.6502 877598.3428 -851317.6502 877598.3428 -851317.6502 877598.3428 -851317.6502 382846.4391 -366181.4308 382846.4391 -366181.4308 382846.4391 -366181.4308 382846.4391 -366181.4308 872790.5007 -856125.4924 872790.5007 -856125.4924 872790.5007
2329.6055
-856125.4924
6084.0109 16079.2751
872790.5007
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
7
28
B.2.4-3 (1)
-0.7433
65.149
13460.8866
-6971.9821
Base
7
28
B.2.4-5 (1) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (1) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-6
2.5402
38.6148
8000.1894
-3922.4775
Base
7
28
B.2.4-7 (1) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (1) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.3-1
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
B.2.3-2
-1.3078
56.568
11683.0668
-6100.3204
Base
7
28
B.2.3-3 (1)
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
ExDIS Max
1019.437
171.3784
569.8996
23388.2764
Base
7
28
ExDIS Min
-1019.437
-171.3784
-569.8996
-23388.2764
Base
7
28
EyDIS Max
215.6613
1115.9622
236.5419
152342.2741
Base
7
28
EyDIS Min
-215.6613
-1115.9622
-236.5419
-152342.2741
Base
7
28
B.2.4-4 (1)
-0.7433
65.149
13460.8866
-6971.9821
Base
7
28
B.2.4-5 (2) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (2) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (3) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (3) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (4) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (4) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (5) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (5) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (6) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (6) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (7) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (7) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (8) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (8) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-7 (2) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (2) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (3) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (3) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (4) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (4) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (5) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (5) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (6) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (6) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (7) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (7) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (8) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (8) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.3-4 (1)
-0.2753
53.1523
10984.5749
-5664.8174
Base
7
28
B.2.3-5
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
B.2.3-6 (1) Max
761.7171
397.2222
9337.7029
44005.3627
Load Case/Combo
Page 184 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
7
Base
7
28
B.2.3-6 (1) Min
-756.0723
-311.4116
8440.4958
-52721.9794
28
B.2.3-6 (2) Max
761.7171
397.2222
9337.7029
Base
44005.3627
7
28
B.2.3-6 (2) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (3) Max
761.7171
397.2222
9337.7029
44005.3627
Base
7
28
B.2.3-6 (3) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (4) Max
761.7171
397.2222
9337.7029
44005.3627
Base
7
28
B.2.3-6 (4) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (5) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (5) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (6) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (6) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (7) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (7) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (8) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (8) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-7 (1)
-0.2753
53.1523
10984.5749
-5664.8174
Base
7
28
B.2.3-8 (1) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (1) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (2) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (2) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (3) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (3) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (4) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (4) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (5) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (5) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (6) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (6) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (7) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (7) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (8) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (8) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-9
1.6934
25.7432
5333.4596
-2614.985
Base
7
28
B.2.3-10 (1) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (1) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (2) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (2) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (3) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (3) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (4) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (4) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (5) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (5) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
B.2.3-10 (6) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (6) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Page 185 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
7
28
B.2.3-10 (7) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (7) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
B.2.3-10 (8) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (8) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
ENVOLVENTE DE SERVICIO Max
761.7171
860.0683
11683.0668
108936.1449
Base
7
28
ENVOLVENTE DE SERVICIO Min
-757.2013
-791.4198
4884.856
-115909.4383
Base
7
28
ENVOLVENTE MAYORADA Max
1086.6755
1232.5247 15137.2671
Base
7
28
ENVOLVENTE MAYORADA Min
-1084.8787 -1128.7609
Base
7
28
B.2.3-3 (2)
2.9754
Base
7
28
B.2.3-4 (2)
-0.1605
Base
7
28
B.2.3-7 (2)
-0.1605
53.0749
11007.5603
-5659.6458
Base
7
28
B.2.3-8 (9) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (9) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (10) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (10) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (11) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (11) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (12) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (12) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (13) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (13) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (14) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (14) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (15) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (15) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (16) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (16) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.4-2 (2)
-3.145
73.295
15152.5907
-8013.7416
Base
7
28
B.2.4-3 (2)
-0.4985
64.9838
13509.9221
-6960.9493
Base
7
28
B.2.4-4 (2)
-0.6668
65.0974
13476.2102
Base
7
28
B.2.4-5 (1) DER Max
6069.4433
Base
7
28
B.2.4-5 (1) DER Min
-6070.93
Base
7
28
B.2.4-5 (2) DER Max
6069.4433
Base
7
28
B.2.4-5 (2) DER Min
-6070.93
Base
7
28
B.2.4-5 (3) DER Max
6069.4433
Base
7
28
B.2.4-5 (3) DER Min
-6070.93
Base
7
28
B.2.4-5 (4) DER Max
6069.4433
Base
7
28
B.2.4-5 (4) DER Min
-6070.93
-2768.9328
9872.6323
-393819.455
Base
7
28
B.2.4-5 (5) DER Max
2919.1466
6601.407
15742.5878
885294.2945
Base
7
28
B.2.4-5 (5) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (6) DER Max
2919.1466
15742.5878
885294.2945
Base
7
28
B.2.4-5 (6) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (7) DER Max
2919.1466
15742.5878
885294.2945
Base
7
28
B.2.4-5 (7) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (8) DER Max
2919.1466
885294.2945
Page 186 of 290
FY kgf
FZ kgf
MX kgf-cm
155436.2794
7359.3272
-166330.7391
42.802
8919.7465
-4351.4129
53.0749
11007.5603
-5659.6458
2899.2309 17049.1409 -2768.9328
-6968.5344 379875.4908
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
-2768.9328
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
-2768.9328
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
6601.407 6601.407 6601.407
15742.5878
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
7
28
B.2.4-5 (8) DER Min
-2920.6333 -6471.1089 11179.1855
Base
7
28
B.2.4-7 (1) DER Max
6072.7268
Base
7
28
B.2.4-7 (1) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (2) DER Max
6072.7268
Base
7
28
B.2.4-7 (2) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (3) DER Max
6072.7268
Base
7
28
B.2.4-7 (3) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (4) DER Max
6072.7268
Base
7
28
B.2.4-7 (4) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (5) DER Max
2922.4301
Base
7
28
B.2.4-7 (5) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (6) DER Max
2922.4301
Base
7
28
B.2.4-7 (6) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (7) DER Max
2922.4301
Base
7
28
B.2.4-7 (7) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (8) DER Max
2922.4301
Base
7
28
B.2.4-7 (8) DER Min
-2917.3498 -6497.6431
5718.4883
-896188.7541
Base
8
32
DEAD
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
LIVE
-13.5875
-19.6026
1328.3219
972.6117
Base
8
32
SX Max
5019.404
780.9028
3363.4462
116378.1858
Base
8
32
SY Max
1768.5589
5013.6293 10745.8496
752110.2809
Base
8
32
Lr
0
0
0
Base
8
32
EMPUJE
0
0
0
0
Base
8
32
GRANIZO
-0.0247
-0.0381
1.4988
1.5766
Base
8
32
Sx Estatico
-5013.4091
9.822
2768.8709
Base
8
32
Sy Estatico
219.663
-4774.5441 10580.7324
Base
8
32
B.2.4-1
-24.9057
-136.5022
6834.389
9939.4937
Base
8
32
B.2.4-2 (1)
-43.0877
-148.366
7983.3627
10075.7448
Base
8
32
B.2.4-3 (1)
-34.9352
-136.6044
7186.3696
9492.1777
Base
8
32
B.2.4-5 (1) Max
956.2897
271.4951
8362.8437
70575.3906
Base
8
32
B.2.4-5 (1) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-6
-16.0108
-87.7514
4393.5358
6389.6745
Base
8
32
B.2.4-7 (1) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (1) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.3-1
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
B.2.3-2
-31.3773
-117.1041
6210.0283
8072.2501
Base
8
32
B.2.3-3 (1)
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
ExDIS Max
896.4655
139.4692
600.7115
20785.144
Base
8
32
ExDIS Min
-896.4655
-139.4692
-600.7115
-20785.144
Base
8
32
EyDIS Max
315.8646
895.4342
1919.2087
134326.8962
Base
8
32
EyDIS Min
-315.8646
-895.4342
-1919.2087
-134326.8962
Base
8
32
B.2.4-4 (1)
-34.9352
-136.6044
7186.3696
9492.1777
Base
8
32
B.2.4-5 (2) Max
956.2897
271.4951
8362.8437
70575.3906
Base
8
32
B.2.4-5 (2) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-5 (3) Max
956.2897
271.4951
8362.8437
70575.3906
Load Case/Combo
Page 187 of 290
FY kgf
FZ kgf
2872.6966 11588.4437 4411.9351
2872.6966 11588.4437 4411.9351
2872.6966 11588.4437
MX kgf-cm -899238.2587 382924.9954 -390769.9505 382924.9954 -390769.9505 382924.9954
4411.9351
-390769.9505
2872.6966 11588.4437
382924.9954
4411.9351
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905
-390769.9505 888343.799 -896188.7541 888343.799 -896188.7541 888343.799 -896188.7541 888343.799
0
-3414.291 718469.0418
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
8
Base
8
32
B.2.4-5 (3) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
32
B.2.4-5 (4) Max
956.2897
271.4951
8362.8437
Base
70575.3906
8
32
B.2.4-5 (4) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-5 (5) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (5) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (6) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (6) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (7) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (7) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (8) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (8) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-7 (2) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (2) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (3) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (3) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (4) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (4) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (5) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (5) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (6) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (6) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (7) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (7) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (8) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (8) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.3-4 (1)
-27.9804
-112.2035
5877.9478
7829.0971
Base
8
32
B.2.3-5
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
B.2.3-6 (1) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (1) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (2) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (2) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (3) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (3) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (4) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (4) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (5) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (5) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (6) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (6) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (7) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (7) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (8) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (8) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-7 (1)
-27.9804
-112.2035
5877.9478
7829.0971
Base
8
32
B.2.3-8 (1) Max
492.4127
102.0488
6495.5968
39897.7839
Page 188 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
8
Base
8
32
B.2.3-8 (1) Min
-548.3735
-326.4557
5260.2989
-24239.5896
32
B.2.3-8 (2) Max
492.4127
102.0488
6495.5968
Base
39897.7839
8
32
B.2.3-8 (2) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (3) Max
492.4127
102.0488
6495.5968
39897.7839
Base
8
32
B.2.3-8 (3) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (4) Max
492.4127
102.0488
6495.5968
39897.7839
Base
8
32
B.2.3-8 (4) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (5) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (5) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (6) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (6) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (7) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (7) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (8) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (8) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-9
-10.6739
-58.5009
2929.0239
4259.783
Base
8
32
B.2.3-10 (1) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (1) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (2) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (2) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (3) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (3) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (4) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (4) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (5) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (5) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (6) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (6) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (7) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (7) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (8) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (8) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
ENVOLVENTE DE SERVICIO Max
683.1836
597.5915
6980.1445
105493.3459
Base
8
32
ENVOLVENTE DE SERVICIO Min
-711.6473
-753.594
1459.4283
-94133.9245
Base
8
32
ENVOLVENTE MAYORADA Max
975.2141
849.5236
9285.7918
150054.6171
Base
8
32
ENVOLVENTE MAYORADA Min
2294.1136
-134172.7648
Base
8
32
B.2.3-3 (2)
-17.8145
-97.5396
4883.2052
7101.215
Base
8
32
B.2.3-4 (2)
-27.999
-112.232
5879.0719
7830.2796
Base
8
32
B.2.3-7 (2)
-27.999
-112.232
5879.0719
7830.2796
Base
8
32
B.2.3-8 (9) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (9) Min
-548.392
-326.4843
5261.423
-24238.4072
Base
8
32
B.2.3-8 (10) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (10) Min
-548.392
-326.4843
5261.423
-24238.4072
Base
8
32
B.2.3-8 (11) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (11) Min
-548.392
-326.4843
5261.423
-24238.4072
-1026.1602 -1073.8794
Page 189 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
8
32
B.2.3-8 (12) Max
Base
8
32
B.2.3-8 (12) Min
Base
8
32
Base
8
Base
8
Base
MX kgf-cm
492.3941
102.0202
6496.7208
39898.9663
-548.392
-326.4843
5261.423
-24238.4072
B.2.3-8 (13) Max
279.0233
379.8373
6981.2686
81625.5602
32
B.2.3-8 (13) Min
-335.0212
-604.3014
4776.8753
-65965.0011
32
B.2.3-8 (14) Max
279.0233
379.8373
6981.2686
81625.5602
8
32
B.2.3-8 (14) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.3-8 (15) Max
279.0233
379.8373
6981.2686
81625.5602
Base
8
32
B.2.3-8 (15) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.3-8 (16) Max
279.0233
379.8373
6981.2686
81625.5602
Base
8
32
B.2.3-8 (16) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.4-2 (2)
-43.1001
-148.385
7984.1121
10076.533
Base
8
32
B.2.4-3 (2)
-34.9748
-136.6654
7188.7677
9494.7003
Base
8
32
B.2.4-4 (2)
-34.9476
-136.6235
7187.119
Base
8
32
B.2.4-5 (1) DER Max
5515.0364
Base
8
32
B.2.4-5 (1) DER Min
Base
8
32
B.2.4-5 (2) DER Max
Base
8
32
B.2.4-5 (2) DER Min
Base
8
32
B.2.4-5 (3) DER Max
Base
8
32
Base
8
32
Base
8
Base
8
Base
9492.966
2148.3871 13773.5707
351503.4478
-5584.9069
-2421.596
-332519.0923
5515.0364
2148.3871 13773.5707
351503.4478
-5584.9069
-2421.596
-332519.0923
5515.0364
2148.3871 13773.5707
351503.4478
B.2.4-5 (3) DER Min
-5584.9069
-2421.596
-332519.0923
B.2.4-5 (4) DER Max
5515.0364
2148.3871 13773.5707
351503.4478
32
B.2.4-5 (4) DER Min
-5584.9069
-2421.596
-332519.0923
32
B.2.4-5 (5) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
8
32
B.2.4-5 (5) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (6) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (6) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (7) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (7) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (8) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (8) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-7 (1) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (1) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (2) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (2) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (3) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (3) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (4) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (4) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (5) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (5) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (6) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (6) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (7) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (7) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (8) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (8) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Page 190 of 290
599.1685 599.1685 599.1685 599.1685
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
9
36
Base
9
36
Base
9
Base Base
DEAD
-41.7406
LIVE
-12.2811
36
SX Max
7939.2356
2376.8423 10834.8267
354300.7279
9
36
SY Max
1333.505
5054.6086
6597.4905
796542.8726
9
36
Lr
0
0
0
0
Base
9
36
EMPUJE
0
0
0
0
Base
9
36
GRANIZO
-0.0162
0.0214
1.8401
-4.0454
Base
9
36
Sx Estatico
-5517.4912
-623.1112
8916.7937
85816.9792
Base
9
36
Sy Estatico
-236.1778
-4418.9236 -5650.4458
701788.5082
Base
9
36
B.2.4-1
-58.4368
169.3243
8357.1663
-15179.9579
Base
9
36
B.2.4-2 (1)
-69.7384
179.0546
10724.1838
-16864.4661
Base
9
36
B.2.4-3 (1)
-62.3698
166.3348
9388.8469
-15419.5635
Base
9
36
B.2.4-5 (1) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (1) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-6
-37.5665
108.8514
5372.4641
-9758.5443
Base
9
36
B.2.4-7 (1) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (1) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.3-1
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
B.2.3-2
-54.0217
142.1456
8194.966
-13250.9981
Base
9
36
B.2.3-3 (1)
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
ExDIS Max
1417.9475
424.504
1935.1001
63278.11
Base
9
36
ExDIS Min
-1417.9475
-424.504
-1935.1001
-63278.11
Base
9
36
EyDIS Max
238.164
902.7531
1178.3118
142262.5571
Base
9
36
EyDIS Min
-238.164
-902.7531
-1178.3118
-142262.5571
Base
9
36
B.2.4-4 (1)
-62.3698
166.3348
9388.8469
-15419.5635
Base
9
36
B.2.4-5 (2) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (2) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (3) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (3) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (4) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (4) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (5) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (5) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (6) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (6) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (7) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (7) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (8) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (8) Min
-725.918
-863.7695
7630.0051
-176665.5536
Base
9
36
B.2.4-7 (2) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (2) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.4-7 (3) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (3) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.4-7 (4) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (4) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Page 191 of 290
FZ kgf
MX kgf-cm
120.9459
5969.4045
-10842.8271
21.1997
2225.5615
7630.0051 7630.0051 7630.0051
-2408.171
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
9
36
Base
9
36
Base
9
36
Base
9
Base
9
Base
B.2.4-7 (5) Max
625.9817
1138.9557
7131.3059
151487.4457
B.2.4-7 (5) Min
-701.1148
-921.2529
3613.6222
-171004.5344
B.2.4-7 (6) Max
625.9817
1138.9557
7131.3059
151487.4457
36
B.2.4-7 (6) Min
-701.1148
-921.2529
3613.6222
-171004.5344
36
B.2.4-7 (7) Max
625.9817
1138.9557
7131.3059
151487.4457
9
36
B.2.4-7 (7) Min
-701.1148
-921.2529
3613.6222
-171004.5344
Base
9
36
B.2.4-7 (8) Max
625.9817
1138.9557
7131.3059
151487.4457
Base
9
36
B.2.4-7 (8) Min
-701.1148
-921.2529
3613.6222
-171004.5344
Base
9
36
B.2.3-4 (1)
-50.9514
136.8457
7638.5756
-12648.9553
Base
9
36
B.2.3-5
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
B.2.3-6 (1) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (1) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (2) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (2) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (3) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (3) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (4) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (4) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (5) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (5) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (6) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (6) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (7) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (7) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (8) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (8) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-7 (1)
-50.9514
136.8457
7638.5756
-12648.9553
Base
9
36
B.2.3-8 (1) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (1) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (2) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (2) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (3) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (3) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (4) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (4) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (5) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (5) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (6) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (6) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (7) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (7) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (8) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (8) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-9
-25.0443
72.5676
3581.6427
-6505.6962
Base
9
36
B.2.3-10 (1) Max
1017.5333
559.2985
5183.6582
67664.1177
Page 192 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
9
36
Base
9
36
B.2.3-10 (1) Min
-1067.622
B.2.3-10 (2) Max
1017.5333
-414.1634
1979.6272
-80675.5102
559.2985
5183.6582
Base
9
36
B.2.3-10 (2) Min
-1067.622
67664.1177
-414.1634
1979.6272
-80675.5102
Base
9
Base
9
36
B.2.3-10 (3) Max
36
B.2.3-10 (3) Min
1017.5333
559.2985
5183.6582
67664.1177
-1067.622
-414.1634
1979.6272
-80675.5102
Base Base
9
36
B.2.3-10 (4) Max
9
36
B.2.3-10 (4) Min
1017.5333
559.2985
5183.6582
67664.1177
-1067.622
-414.1634
1979.6272
-80675.5102
Base
9
36
B.2.3-10 (5) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
Base
9
36
B.2.3-10 (5) Min
-489.5281
-648.5054
2350.4534
-119377.8893
36
B.2.3-10 (6) Max
439.4394
793.6406
4812.832
Base
106366.4968
9
36
B.2.3-10 (6) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
B.2.3-10 (7) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
36
B.2.3-10 (7) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
B.2.3-10 (8) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
36
B.2.3-10 (8) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
ENVOLVENTE DE SERVICIO Max
1017.5333
842.019
8840.0873
106366.4968
Base
9
36
ENVOLVENTE DE SERVICIO Min
-1084.3182
-648.5054
1979.6272
-123715.0201
Base
9
36
ENVOLVENTE MAYORADA Max
1451.8302
1196.4391 11677.4405
151487.4457
Base
9
36
ENVOLVENTE MAYORADA Min
-1551.7664
-921.2529
3083.8705
-176665.5536
Base
9
36
B.2.3-3 (2)
-41.7568
120.9674
5971.2446
-10846.8724
Base
9
36
B.2.3-4 (2)
-50.9636
136.8618
7639.9557
-12651.9894
Base
9
36
B.2.3-7 (2)
-50.9636
136.8618
7639.9557
-12651.9894
Base
9
36
B.2.3-8 (9) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (9) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (10) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (10) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (11) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (11) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (12) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (12) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (13) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (13) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (14) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (14) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (15) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (15) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (16) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (16) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.4-2 (2)
-69.7465
179.0653
10725.1039
-16866.4888
Base
9
36
B.2.4-3 (2)
-62.3958
166.3691
9391.7911
-15426.0361
Base
9
36
B.2.4-4 (2)
-62.3779
166.3455
9389.767
-15421.5862
Base
9
36
B.2.4-5 (1) DER Max
8276.9173
Base
9
36
B.2.4-5 (1) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (2) DER Max
8276.9173
Base
9
36
B.2.4-5 (2) DER Min
-8401.6569 -3726.8901
Load Case/Combo
Page 193 of 290
4059.5597 22202.9208 -3425.227
4059.5597 22202.9208 -3425.227
577844.0262 -608683.1532 577844.0262 -608683.1532
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
9
36
B.2.4-5 (3) DER Max
8276.9173
Base
9
36
B.2.4-5 (3) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (4) DER Max
8276.9173
Base
9
36
B.2.4-5 (4) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (5) DER Max
3652.9059
Base
9
36
B.2.4-5 (5) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (6) DER Max
3652.9059
Base
9
36
B.2.4-5 (6) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (7) DER Max
3652.9059
Base
9
36
B.2.4-5 (7) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (8) DER Max
3652.9059
Base
9
36
B.2.4-5 (8) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-7 (1) DER Max
8301.7206
Base
9
36
B.2.4-7 (1) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (2) DER Max
8301.7206
4002.0762 18186.5379
583505.0453
Base
9
36
B.2.4-7 (2) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (3) DER Max
8301.7206
583505.0453
Base
9
36
B.2.4-7 (3) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (4) DER Max
8301.7206
4002.0762 18186.5379
583505.0453
Base
9
36
B.2.4-7 (4) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (5) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (5) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (6) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (6) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (7) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (7) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (8) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (8) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
10
40
DEAD
-29.856
-105.2817
5973.5279
7618.553
Base
10
40
LIVE
6.4497
-25.0132
1380.6651
1363.0448
Base
10
40
SX Max
5258.0911
2776.3823
8625.5617
387077.7867
Base
10
40
SY Max
704.515
6583.0888
6369.9384
921453.708
Base
10
40
Lr
0
0
0
0
Base
10
40
EMPUJE
0
0
0
0
Base
10
40
GRANIZO
-0.1529
0.2314
58.9178
-21.1818
Base
10
40
Sx Estatico
-4658.491
-601.2218
8924.8291
84030.6931
Base
10
40
Sy Estatico
-5.0233
-5819.0991
-5525.152
816050.2915
Base
10
40
B.2.4-1
-41.7984
-147.3943
8362.9391
10665.9742
Base
10
40
B.2.4-2 (1)
-25.5076
-166.3591
9377.2977
11323.1353
Base
10
40
B.2.4-3 (1)
-29.3775
-151.3512
8548.8986
10505.3084
Base
10
40
B.2.4-5 (1) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (1) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-6
-26.8704
-94.7535
5376.1751
6856.6977
Base
10
40
B.2.4-7 (1) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (1) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Page 194 of 290
FY kgf
FZ kgf
4059.5597 22202.9208 -3425.227
4059.5597 22202.9208 -3425.227
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
4002.0762 18186.5379
4002.0762 18186.5379
MX kgf-cm 577844.0262 -608683.1532 577844.0262 -608683.1532 887413.5275 -918252.6545 887413.5275 -918252.6545 887413.5275 -918252.6545 887413.5275 -918252.6545 583505.0453
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
10
40
Base
10
40
Base
10
Base Base
B.2.3-1
-29.856
-105.2817
5973.5279
7618.553
B.2.3-2
-23.4063
-130.2949
7354.193
8981.5978
40
B.2.3-3 (1)
-29.856
-105.2817
5973.5279
7618.553
10
40
ExDIS Max
939.0951
495.8619
1540.5253
69132.0927
10
40
ExDIS Min
-939.0951
-495.8619
-1540.5253
-69132.0927
Base
10
40
EyDIS Max
125.8264
1175.7397
1137.671
164571.6323
Base
10
40
EyDIS Min
-125.8264
-1175.7397
-1137.671
-164571.6323
Base
10
40
B.2.4-4 (1)
-29.3775
-151.3512
8548.8986
10505.3084
Base
10
40
B.2.4-5 (2) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (2) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (3) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (3) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (4) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (4) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (5) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (5) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (6) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (6) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (7) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (7) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (8) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (8) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-7 (2) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (2) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (3) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (3) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (4) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (4) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (5) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (5) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (6) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (6) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (7) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (7) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (8) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (8) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.3-4 (1)
-25.0187
-124.0416
7009.0268
8640.8366
Base
10
40
B.2.3-5
-29.856
-105.2817
5973.5279
7618.553
Base
10
40
B.2.3-6 (1) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (1) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (2) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (2) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (3) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (3) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (4) Max
653.9341
488.727
7290.8065
90571.0607
Page 195 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
10
Base
10
40
B.2.3-6 (4) Min
-713.6461
-699.2903
4656.2493
-75333.9547
40
B.2.3-6 (5) Max
255.4324
821.8671
7093.4079
Base
137336.435
10
40
B.2.3-6 (5) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (6) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (6) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (7) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (7) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (8) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (8) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-7 (1)
-25.0187
-124.0416
7009.0268
8640.8366
Base
10
40
B.2.3-8 (1) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (1) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (2) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (2) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (3) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (3) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (4) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (4) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (5) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (5) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (6) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (6) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (7) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (7) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (8) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (8) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-9
-17.9136
-63.169
3584.1167
4571.1318
Base
10
40
B.2.3-10 (1) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (1) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (2) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (2) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (3) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (3) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (4) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (4) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (5) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (5) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (6) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (6) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (7) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (7) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (8) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (8) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
ENVOLVENTE DE SERVICIO Max
665.8765
863.9798
7996.9857
137336.435
Base
10
40
ENVOLVENTE DE SERVICIO Min
-713.6461
-1032.4304
2266.8381
-125146.7502
Page 196 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
10
40
ENVOLVENTE MAYORADA Max
Base
10
40
ENVOLVENTE MAYORADA Min
Base
10
40
B.2.3-3 (2)
-30.0089
Base
10
40
B.2.3-4 (2)
Base
10
40
B.2.3-7 (2)
Base
10
40
Base
10
Base
10
Base
10
Base
10
Base
949.9726
FY kgf
FZ kgf
1229.7447 10430.7252
-1006.2204 -1475.8494
MX kgf-cm 195816.5685
3494.3485
-178454.5624
-105.0503
6032.4457
7597.3712
-25.1334
-123.868
7053.2151
8624.9503
-25.1334
-123.868
7053.2151
8624.9503
B.2.3-8 (9) Max
487.7092
321.6385
8041.1741
70839.331
40
B.2.3-8 (9) Min
-537.9759
-569.3745
6065.2562
-53589.4305
40
B.2.3-8 (10) Max
487.7092
321.6385
8041.1741
70839.331
40
B.2.3-8 (10) Min
-537.9759
-569.3745
6065.2562
-53589.4305
40
B.2.3-8 (11) Max
487.7092
321.6385
8041.1741
70839.331
10
40
B.2.3-8 (11) Min
-537.9759
-569.3745
6065.2562
-53589.4305
Base
10
40
B.2.3-8 (12) Max
487.7092
321.6385
8041.1741
70839.331
Base
10
40
B.2.3-8 (12) Min
-537.9759
-569.3745
6065.2562
-53589.4305
Base
10
40
B.2.3-8 (13) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (13) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (14) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (14) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (15) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (15) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (16) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (16) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.4-2 (2)
-25.5841
-166.2434
9406.7566
11312.5444
Base
10
40
B.2.4-3 (2)
-29.6221
-150.9809
8643.1672
10471.4176
Base
10
40
B.2.4-4 (2)
-29.4539
-151.2355
8578.3575
10494.7175
Base
10
40
B.2.4-5 (1) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (1) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (2) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (2) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (3) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (3) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (4) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (4) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (5) DER Max
2252.5649
Base
10
40
B.2.4-5 (5) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (6) DER Max
2252.5649
Base
10
40
B.2.4-5 (6) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (7) DER Max
2252.5649
Base
10
40
B.2.4-5 (7) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (8) DER Max
2252.5649
Base
10
40
B.2.4-5 (8) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-7 (1) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (1) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (2) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (2) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (3) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Page 197 of 290
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
10
40
B.2.4-7 (3) DER Min
-5496.316
-4846.0625 -5160.3681
Base
10
40
B.2.4-7 (4) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (4) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (5) DER Max
2255.072
7321.25
14333.782
Base
10
40
B.2.4-7 (5) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (6) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (6) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (7) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (7) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (8) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (8) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
11
44
DEAD
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
LIVE
6.6346
26.9389
1048.9446
-2876.5198
Base
11
44
SX Max
4279.8392
2876.8931
8661.0821
395284.2547
Base
11
44
SY Max
816.7951
6797.4026
1753.5099
938953.934
Base
11
44
Lr
0
0
0
0
Base
11
44
EMPUJE
0
0
0
0
Base
11
44
GRANIZO
-0.1482
-0.2181
57.2174
15.5019
Base
11
44
Sx Estatico
-4243.2924
-635.1904
8800.772
86802.7061
Base
11
44
Sy Estatico
29.8921
-6011.378
1824.0676
831741.2766
Base
11
44
B.2.4-1
-37.4968
98.449
7177.3618
-9396.1544
Base
11
44
B.2.4-2 (1)
-21.5248
127.487
7830.3358
-12656.2784
Base
11
44
B.2.4-3 (1)
-25.5055
111.3237
7200.969
-10930.3665
Base
11
44
B.2.4-5 (1) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (1) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-6
-24.1051
63.2887
4614.0183
-6040.385
Base
11
44
B.2.4-7 (1) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (1) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.3-1
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
B.2.3-2
-20.1488
97.2596
6175.6316
-9588.0587
Base
11
44
B.2.3-3 (1)
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
ExDIS Max
764.3793
513.8131
1546.8693
70597.7679
Base
11
44
ExDIS Min
-764.3793
-513.8131
-1546.8693
-70597.7679
Base
11
44
EyDIS Max
145.8796
1214.0161
313.1769
167697.1726
Base
11
44
EyDIS Min
-145.8796
-1214.0161
-313.1769
-167697.1726
Base
11
44
B.2.4-4 (1)
-25.5055
111.3237
7200.969
-10930.3665
Base
11
44
B.2.4-5 (2) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (2) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (3) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (3) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (4) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (4) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (5) Max
349.6879
1479.4838
7978.2066
177946.1365
Base
11
44
B.2.4-5 (5) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-5 (6) Max
349.6879
1479.4838
7978.2066
177946.1365
Load Case/Combo
Page 198 of 290
FY kgf
FZ kgf
MX kgf-cm -656657.2014
1044433.7418
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
11
Base
11
44
B.2.4-5 (6) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
44
B.2.4-5 (7) Max
349.6879
1479.4838
7978.2066
Base
177946.1365
11
44
B.2.4-5 (7) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-5 (8) Max
349.6879
1479.4838
7978.2066
177946.1365
Base
11
44
B.2.4-5 (8) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-7 (2) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (2) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (3) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (3) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (4) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (4) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (5) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (5) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (6) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (6) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (7) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (7) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (8) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (8) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.3-4 (1)
-21.8075
90.5249
5913.3955
-8868.9287
Base
11
44
B.2.3-5
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
B.2.3-6 (1) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (1) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (2) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (2) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (3) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (3) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (4) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (4) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (5) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (5) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (6) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (6) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (7) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (7) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (8) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (8) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-7 (1)
-21.8075
90.5249
5913.3955
-8868.9287
Base
11
44
B.2.3-8 (1) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (1) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (2) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (2) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (3) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (3) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (4) Max
402.4677
551.4843
6774.8272
54607.2041
Page 199 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
11
Base
11
44
B.2.3-8 (4) Min
-446.0826
-370.4346
5051.9637
-72345.0616
44
B.2.3-8 (5) Max
175.1691
808.8089
6321.4452
Base
90291.2353
11
44
B.2.3-8 (5) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (6) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (6) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (7) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (7) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (8) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (8) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-9
-16.07
42.1924
3076.0122
-4026.9233
Base
11
44
B.2.3-10 (1) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (1) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (2) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (2) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (3) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (3) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (4) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (4) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (5) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (5) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (6) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (6) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (7) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (7) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (8) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (8) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
ENVOLVENTE DE SERVICIO Max
549.6302
1028.0327
6774.8272
128186.6288
Base
11
44
ENVOLVENTE DE SERVICIO Min
-592.4836
-915.5196
1927.4366
-138925.091
Base
11
44
ENVOLVENTE MAYORADA Max
784.0381
1479.4838
8841.7913
182836.118
Base
11
44
ENVOLVENTE MAYORADA Min
-833.6487
-1304.8714
2973.196
-199806.8694
Base
11
44
B.2.3-3 (2)
-26.9316
70.1026
5183.9044
-6696.037
Base
11
44
B.2.3-4 (2)
-21.9187
90.3613
5956.3085
-8857.3023
Base
11
44
B.2.3-7 (2)
-21.9187
90.3613
5956.3085
-8857.3023
Base
11
44
B.2.3-8 (9) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (9) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (10) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (10) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (11) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (11) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (12) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (12) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (13) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (13) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.3-8 (14) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (14) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Page 200 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
11
44
B.2.3-8 (15) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (15) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.3-8 (16) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (16) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.4-2 (2)
-21.5989
127.378
7858.9444
-12648.5274
Base
11
44
B.2.4-3 (2)
-25.7427
110.9747
7292.5168
-10905.5635
Base
11
44
B.2.4-4 (2)
-25.5796
111.2147
7229.5777
-10922.6155
Base
11
44
B.2.4-5 (1) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (1) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (2) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (2) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (3) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (3) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (4) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (4) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (5) DER Max
2075.2413
Base
11
44
B.2.4-5 (5) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (6) DER Max
2075.2413
Base
11
44
B.2.4-5 (6) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (7) DER Max
2075.2413
Base
11
44
B.2.4-5 (7) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (8) DER Max
2075.2413
Base
11
44
B.2.4-5 (8) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-7 (1) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (1) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (2) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (2) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (3) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (3) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (4) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (4) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (5) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (5) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (6) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (6) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (7) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (7) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (8) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (8) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
12
48
DEAD
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
LIVE
14.641
-17.9031
911.2698
782.8192
Base
12
48
SX Max
3808.8069
2340.2918
7668.345
351454.9399
Base
12
48
SY Max
1398.2672
5385.0468
9147.0877
823561.7927
Base
12
48
Lr
0
0
0
0
Base
12
48
EMPUJE
0
0
0
0
Page 201 of 290
FY kgf
FZ kgf
MX kgf-cm
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
12
48
GRANIZO
-0.0271
-0.0526
2.9424
1.9946
Base
12
48
Sx Estatico
-3775.469
-525.9325
7305.0217
77886.6795
Base
12
48
Sy Estatico
208.1765
-4728.0836
9371.2249
727017.6105
Base
12
48
B.2.4-1
-8.4542
-117.1899
4951.3271
8201.129
Base
12
48
B.2.4-2 (1)
16.1792
-129.0933
5702.0263
8282.0498
Base
12
48
B.2.4-3 (1)
7.3946
-118.3515
5155.2645
7812.3583
Base
12
48
B.2.4-5 (1) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (1) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-6
-5.4348
-75.3363
3182.996
5272.1543
Base
12
48
B.2.4-7 (1) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (1) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.3-1
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
B.2.3-2
8.6023
-101.6101
4447.932
6640.7684
Base
12
48
B.2.3-3 (1)
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
ExDIS Max
680.2529
417.9761
1369.5664
62769.8523
Base
12
48
ExDIS Min
-680.2529
-417.9761
-1369.5664
-62769.8523
Base
12
48
EyDIS Max
249.7305
961.7694
1633.6699
147088.1362
Base
12
48
EyDIS Min
-249.7305
-961.7694
-1633.6699
-147088.1362
Base
12
48
B.2.4-4 (1)
7.3946
-118.3515
5155.2645
7812.3583
Base
12
48
B.2.4-5 (2) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (2) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (3) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (3) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (4) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (4) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (5) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (5) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (6) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (6) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (7) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (7) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (8) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (8) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-7 (2) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (2) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (3) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (3) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (4) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (4) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (5) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (5) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.4-7 (6) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (6) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.4-7 (7) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (7) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Load Case/Combo
Page 202 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
12
48
B.2.4-7 (8) Max
Base
12
48
B.2.4-7 (8) Min
448.3716
1011.8259
5227.5358
171191.2462
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.3-4 (1)
4.9421
-97.1343
4220.1146
6445.0636
Base
12
48
B.2.3-5
Base
12
48
B.2.3-6 (1) Max
-6.0387
-83.7071
3536.6622
5857.9493
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (1) Min
Base
12
48
B.2.3-6 (2) Max
-534.6591
-578.2619
2234.8951
-68969.4559
522.5818
410.8478
4838.4294
Base
12
48
B.2.3-6 (2) Min
80685.3544
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (3) Max
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (3) Min
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (4) Max
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (4) Min
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (5) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (5) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (6) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (6) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (7) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (7) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (8) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (8) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-7 (1)
4.9421
-97.1343
4220.1146
6445.0636
Base
12
48
B.2.3-8 (1) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (1) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (2) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (2) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (3) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (3) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (4) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (4) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (5) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (5) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (6) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (6) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (7) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (7) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (8) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (8) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-9
-3.6232
-50.2242
2121.9973
3514.7696
Base
12
48
B.2.3-10 (1) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (1) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (2) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (2) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (3) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (3) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (4) Max
524.9972
444.3306
3423.7645
78342.1747
Page 203 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
12
Base
12
Base
48
B.2.3-10 (4) Min
-532.2437
-544.7791
820.2302
-71312.6356
48
B.2.3-10 (5) Max
314.0413
710.7893
3553.1752
119658.1338
12
48
B.2.3-10 (5) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (6) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (6) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (7) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (7) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (8) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (8) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
ENVOLVENTE DE SERVICIO Max
524.9972
710.7893
5293.498
122001.3135
Base
12
48
ENVOLVENTE DE SERVICIO Min
-534.6591
-844.7206
690.8195
-112628.5947
Base
12
48
ENVOLVENTE MAYORADA Max
762.5667
1011.8259
7199.8042
173731.4501
Base
12
48
ENVOLVENTE MAYORADA Min
-760.6069
-1205.5137
1138.4562
-160646.9375
Base
12
48
B.2.3-3 (2)
-6.0658
-83.7597
3539.6046
5859.9439
Base
12
48
B.2.3-4 (2)
4.9217
-97.1738
4222.3213
6446.5596
Base
12
48
B.2.3-7 (2)
4.9217
-97.1738
4222.3213
6446.5596
Base
12
48
B.2.3-8 (9) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (9) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (10) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (10) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (11) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (11) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (12) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (12) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (13) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (13) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (14) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (14) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (15) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (15) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (16) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (16) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.4-2 (2)
16.1656
-129.1196
5703.4975
8283.0471
Base
12
48
B.2.4-3 (2)
7.3512
-118.4357
5159.9722
7815.5497
Base
12
48
B.2.4-4 (2)
7.381
-118.3778
5156.7356
7813.3556
Base
12
48
B.2.4-5 (1) DER Max
4235.6817
Base
12
48
B.2.4-5 (1) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (2) DER Max
4235.6817
Base
12
48
B.2.4-5 (2) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (3) DER Max
4235.6817
Base
12
48
B.2.4-5 (3) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (4) DER Max
4235.6817
Base
12
48
B.2.4-5 (4) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (5) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (5) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Page 204 of 290
FZ kgf
3837.4543 15567.7358 3837.4543 15567.7358 3837.4543 15567.7358 3837.4543 15567.7358
MX kgf-cm
606335.836 -590711.1194 606335.836 -590711.1194 606335.836 -590711.1194 606335.836 -590711.1194
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
12
48
B.2.4-5 (6) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (6) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-5 (7) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (7) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-5 (8) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (8) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-7 (1) DER Max
4222.8523
Base
12
48
B.2.4-7 (1) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (2) DER Max
4222.8523
Base
12
48
B.2.4-7 (2) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (3) DER Max
4222.8523
Base
12
48
B.2.4-7 (3) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (4) DER Max
4222.8523
Base
12
48
B.2.4-7 (4) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (5) DER Max
2535.4745
Base
12
48
B.2.4-7 (5) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (6) DER Max
2535.4745
Base
12
48
B.2.4-7 (6) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (7) DER Max
2535.4745
Base
12
48
B.2.4-7 (7) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (8) DER Max
2535.4745
Base
12
48
B.2.4-7 (8) DER Min
-2546.3441 -6162.4707 -8264.5951
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674 6011.798 6011.798 6011.798 6011.798
603795.632 -593251.3233
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
Table 5.8 - Joint Reactions (Part 2 of 2) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
1
4
DEAD
2396.1014
38.9662
Base
1
4
LIVE
833.4791
17.1678
Base
1
4
SX Max
1227257.0544
54537.559
Base
1
4
SY Max
204470.3631
19688.9985
Base
1
4
Lr
0
0
Base
1
4
EMPUJE
0
0
Base
1
4
GRANIZO
-3.9905
0.2576
Base
1
4
Sx Estatico
-861318.4985 -12625.4629
Base
1
4
Sy Estatico
-38008.3072
-4145.7122
Base
1
4
B.2.4-1
3354.5419
54.5527
Base
1
4
B.2.4-2 (1)
4208.8882
74.2279
Base
1
4
B.2.4-3 (1)
3708.8007
63.9273
Base
1
4
B.2.4-5 (1) Max
233852.4327
10859.2719
Base
1
4
B.2.4-5 (1) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-6
Base
1
4
Base
1
4
Base
1
Base
1
2156.4912
35.0696
B.2.4-7 (1) Max
232300.1232
10830.4142
B.2.4-7 (1) Min
-227987.1407
-10760.275
4
B.2.3-1
2396.1014
38.9662
4
B.2.3-2
3229.5804
56.134
Page 205 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
1
4
B.2.3-3 (1)
2396.1014
38.9662
Base
1
4
ExDIS Max
219188.1099
9740.408
Base
1
4
ExDIS Min
-219188.1099
-9740.408
Base
1
4
EyDIS Max
36518.4069
3516.4551
Base
1
4
EyDIS Min
-36518.4069
-3516.4551
Base
1
4
B.2.4-4 (1)
3708.8007
63.9273
Base
1
4
B.2.4-5 (2) Max
233852.4327
10859.2719
Base
1
4
B.2.4-5 (2) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (3) Max
233852.4327
Base
1
4
B.2.4-5 (3) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (4) Max
233852.4327
Base
1
4
B.2.4-5 (4) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (5) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (5) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (6) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (6) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (7) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (7) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (8) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (8) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-7 (2) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (2) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (3) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (3) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (4) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (4) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (5) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (5) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (6) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (6) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (7) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (7) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (8) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (8) Min
-100118.3486
-6403.5079
Base
1
4
B.2.3-4 (1)
3021.2107
51.8421
Base
1
4
B.2.3-5
2396.1014
38.9662
Base
1
4
B.2.3-6 (1) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (1) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (2) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (2) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (3) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (3) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (4) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (4) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (5) Max
73988.4893
4545.9705
Load Case/Combo
Page 206 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
1
Base
1
Base
4
B.2.3-6 (5) Min
-69196.2865
-4468.038
4
B.2.3-6 (6) Max
73988.4893
4545.9705
1
4
B.2.3-6 (6) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-6 (7) Max
73988.4893
4545.9705
Base
1
4
B.2.3-6 (7) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-6 (8) Max
73988.4893
4545.9705
Base
1
4
B.2.3-6 (8) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-7 (1)
3021.2107
51.8421
Base
1
4
B.2.3-8 (1) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (1) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (2) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (2) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (3) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (3) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (4) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (4) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (5) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (5) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (6) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (6) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (7) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (7) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (8) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (8) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-9
1437.6608
23.3797
Base
1
4
B.2.3-10 (1) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (1) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (2) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (2) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (3) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (3) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (4) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (4) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (5) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (5) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (6) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (6) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (7) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (7) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (8) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (8) Min
-70154.7271
-4483.6245
Base
1
4
ENVOLVENTE DE SERVICIO Max
163496.6438
7595.7075
Base
1
4
ENVOLVENTE DE SERVICIO Min
-159662.8816
-7533.3615
Base
1
4
ENVOLVENTE MAYORADA Max
233852.4327
10859.2719
Base
1
4
ENVOLVENTE MAYORADA Min
-227987.1407
-10760.275
Page 207 of 290
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
1
4
B.2.3-3 (2)
2392.1109
39.2239
Base
1
4
B.2.3-4 (2)
3018.2178
52.0353
Base
1
4
B.2.3-7 (2)
3018.2178
52.0353
Base
1
4
B.2.3-8 (9) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (9) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (10) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (10) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (11) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (11) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (12) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (12) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (13) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (13) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (14) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (14) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (15) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (15) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (16) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (16) Min
-50676.0731
-3328.2179
Base
1
4
B.2.4-2 (2)
4206.8929
74.3567
Base
1
4
B.2.4-3 (2)
3702.4159
64.3394
Base
1
4
B.2.4-4 (2)
3706.8055
64.0561
Base
1
4
B.2.4-5 (1) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (1) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (2) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (2) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (3) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (3) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (4) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (4) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (5) DER Max
576356.2801
36114.1935
Base
1
4
B.2.4-5 (5) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (6) DER Max
576356.2801
Base
1
4
B.2.4-5 (6) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (7) DER Max
576356.2801
Base
1
4
B.2.4-5 (7) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (8) DER Max
576356.2801
Base
1
4
B.2.4-5 (8) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-7 (1) DER Max
1290754.6545 60479.3282
Base
1
4
B.2.4-7 (1) DER Min
Base
1
4
B.2.4-7 (2) DER Max
Base
1
4
B.2.4-7 (2) DER Min
Base
1
4
B.2.4-7 (3) DER Max
Base
1
4
B.2.4-7 (3) DER Min
Base
1
4
B.2.4-7 (4) DER Max
Page 208 of 290
-1286442
36114.1935 36114.1935 36114.1935
-60409.189
1290754.6545 60479.3282 -1286442
-60409.189
1290754.6545 60479.3282 -1286442
-60409.189
1290754.6545 60479.3282
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
1
4
B.2.4-7 (4) DER Min
-1286442
-60409.189
Base
1
4
B.2.4-7 (5) DER Max
574803.9707
36085.3358
Base
1
4
B.2.4-7 (5) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (6) DER Max
574803.9707
Base
1
4
B.2.4-7 (6) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (7) DER Max
574803.9707
Base
1
4
B.2.4-7 (7) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (8) DER Max
574803.9707
Base
1
4
B.2.4-7 (8) DER Min
-570490.9882 -36015.1966
Base
2
8
DEAD
-320.177
Base
2
8
LIVE
-1353.4122
17.1678
Base
2
8
SX Max
840695.6906
54537.559
Base
2
8
SY Max
109774.7043
19688.9985
Base
2
8
Lr
0
0
Base
2
8
EMPUJE
0
0
Base
2
8
GRANIZO
-1.7118
0.2576
Base
2
8
Sx Estatico
Base
2
8
Sy Estatico
-7409.151
Base
2
8
B.2.4-1
-448.2478
54.5527
Base
2
8
B.2.4-2 (1)
-2549.6719
74.2279
Base
2
8
B.2.4-3 (1)
-1737.6246
63.9273
Base
2
8
B.2.4-5 (1) Max
154292.3544
10859.2719
Base
2
8
B.2.4-5 (1) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-6
Base
2
8
Base
2
8
Base
2
Base
Load Case/Combo
MY kgf-cm
MZ kgf-cm
36085.3358 36085.3358 36085.3358 38.9662
-747044.2042 -12625.4629 -4145.7122
-288.1593
35.0696
B.2.4-7 (1) Max
155741.8197
10830.4142
B.2.4-7 (1) Min
-156318.1383
-10760.275
8
B.2.3-1
-320.177
38.9662
2
8
B.2.3-2
-1673.5892
56.134
Base
2
8
B.2.3-3 (1)
-320.177
38.9662
Base
2
8
ExDIS Max
150148.2503
9740.408
Base
2
8
ExDIS Min
-150148.2503
-9740.408
Base
2
8
EyDIS Max
19605.7622
3516.4551
Base
2
8
EyDIS Min
-19605.7622
-3516.4551
Base
2
8
B.2.4-4 (1)
-1737.6246
63.9273
Base
2
8
B.2.4-5 (2) Max
154292.3544
10859.2719
Base
2
8
B.2.4-5 (2) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (3) Max
154292.3544
Base
2
8
B.2.4-5 (3) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (4) Max
154292.3544
Base
2
8
B.2.4-5 (4) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (5) Max
62912.6127
6502.5048
Base
2
8
B.2.4-5 (5) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-5 (6) Max
62912.6127
6502.5048
Base
2
8
B.2.4-5 (6) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-5 (7) Max
62912.6127
6502.5048
Page 209 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
2
Base
2
8
B.2.4-5 (7) Min
-66387.8619
-6374.6503
8
B.2.4-5 (8) Max
62912.6127
Base
6502.5048
2
8
B.2.4-5 (8) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-7 (2) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (2) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (3) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (3) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (4) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (4) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (5) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (5) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (6) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (6) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (7) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (7) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (8) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (8) Min
-64938.3966
-6403.5079
Base
2
8
B.2.3-4 (1)
-1335.2362
51.8421
Base
2
8
B.2.3-5
-320.177
38.9662
Base
2
8
B.2.3-6 (1) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (1) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (2) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (2) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (3) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (3) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (4) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (4) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (5) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (5) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (6) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (6) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (7) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (7) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (8) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (8) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-7 (1)
-1335.2362
51.8421
Base
2
8
B.2.3-8 (1) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (1) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (2) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (2) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (3) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (3) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (4) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (4) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (5) Max
32606.1384
3432.0953
Page 210 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
2
Base
2
8
B.2.3-8 (5) Min
-35276.6107
-3328.4111
8
B.2.3-8 (6) Max
32606.1384
Base
3432.0953
2
8
B.2.3-8 (6) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-8 (7) Max
32606.1384
3432.0953
Base
2
8
B.2.3-8 (7) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-8 (8) Max
32606.1384
3432.0953
Base
2
8
B.2.3-8 (8) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-9
-192.1062
23.3797
Base
2
8
B.2.3-10 (1) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (1) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (2) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (2) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (3) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (3) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (4) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (4) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (5) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (5) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (6) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (6) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (7) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (7) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (8) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (8) Min
-45447.2723
-4483.6245
Base
2
8
ENVOLVENTE DE SERVICIO Max
109028.8791
7595.7075
Base
2
8
ENVOLVENTE DE SERVICIO Min
-109541.1623
-7533.3615
Base
2
8
ENVOLVENTE MAYORADA Max
155741.8197
10859.2719
Base
2
8
ENVOLVENTE MAYORADA Min
-157767.6036
-10760.275
Base
2
8
B.2.3-3 (2)
-321.8888
39.2239
Base
2
8
B.2.3-4 (2)
-1336.52
52.0353
Base
2
8
B.2.3-7 (2)
-1336.52
52.0353
Base
2
8
B.2.3-8 (9) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (9) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (10) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (10) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (11) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (11) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (12) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (12) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (13) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (13) Min
-35277.8946
-3328.2179
Base
2
8
B.2.3-8 (14) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (14) Min
-35277.8946
-3328.2179
Base
2
8
B.2.3-8 (15) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (15) Min
-35277.8946
-3328.2179
Page 211 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
2
8
B.2.3-8 (16) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (16) Min
-35277.8946
-3328.2179
Base
2
8
B.2.4-2 (2)
-2550.5278
74.3567
Base
2
8
B.2.4-3 (2)
-1740.3635
64.3394
Base
2
8
B.2.4-4 (2)
-1738.4805
64.0561
Base
2
8
B.2.4-5 (1) DER Max
871890.4773
60508.1859
Base
2
8
B.2.4-5 (1) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (2) DER Max
871890.4773
Base
2
8
B.2.4-5 (2) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (3) DER Max
871890.4773
Base
2
8
B.2.4-5 (3) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (4) DER Max
871890.4773
Base
2
8
B.2.4-5 (4) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (5) DER Max
360245.7869
Base
2
8
B.2.4-5 (5) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (6) DER Max
360245.7869
Base
2
8
B.2.4-5 (6) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (7) DER Max
360245.7869
Base
2
8
B.2.4-5 (7) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (8) DER Max
360245.7869
Base
2
8
B.2.4-5 (8) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-7 (1) DER Max
873339.9426
Base
2
8
B.2.4-7 (1) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (2) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (2) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (3) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (3) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (4) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (4) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (5) DER Max
361695.2522
36085.3358
Base
2
8
B.2.4-7 (5) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (6) DER Max
361695.2522
Base
2
8
B.2.4-7 (6) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (7) DER Max
361695.2522
Base
2
8
B.2.4-7 (7) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (8) DER Max
361695.2522
Base
2
8
B.2.4-7 (8) DER Min
-362271.5708 -36015.1966
Base
3
12
DEAD
1434.2827
38.9662
Base
3
12
LIVE
-569.0545
17.1678
Base
3
12
SX Max
701832.0834
54537.559
Base
3
12
SY Max
137487.3742
19688.9985
Base
3
12
Lr
0
0
Base
3
12
EMPUJE
0
0
Base
3
12
GRANIZO
-2.5209
0.2576
Base
3
12
Sx Estatico
Page 212 of 290
MY kgf-cm
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358
-697216.2161 -12625.4629
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
3
12
Sy Estatico
10115.4952
-4145.7122
Base
3
12
B.2.4-1
2007.9958
54.5527
Base
3
12
B.2.4-2 (1)
810.652
74.2279
Base
3
12
B.2.4-3 (1)
1152.0847
63.9273
Base
3
12
B.2.4-5 (1) Max
133865.8683
10859.2719
Base
3
12
B.2.4-5 (1) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-6
1290.8544
35.0696
Base
3
12
B.2.4-7 (1) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (1) Min
-131422.9292
-10760.275
Base
3
12
B.2.3-1
1434.2827
38.9662
Base
3
12
B.2.3-2
865.2282
56.134
Base
3
12
B.2.3-3 (1)
1434.2827
38.9662
Base
3
12
ExDIS Max
125347.2101
9740.408
Base
3
12
ExDIS Min
-125347.2101
-9740.408
Base
3
12
EyDIS Max
24555.245
3516.4551
Base
3
12
EyDIS Min
-24555.245
-3516.4551
Base
3
12
B.2.4-4 (1)
1152.0847
63.9273
Base
3
12
B.2.4-5 (2) Max
133865.8683
10859.2719
Base
3
12
B.2.4-5 (2) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (3) Max
133865.8683
Base
3
12
B.2.4-5 (3) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (4) Max
133865.8683
Base
3
12
B.2.4-5 (4) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (5) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (5) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (6) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (6) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (7) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (7) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (8) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (8) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-7 (2) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (2) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (3) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (3) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (4) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (4) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (5) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (5) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (6) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (6) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (7) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (7) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (8) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (8) Min
-60868.5536
-6403.5079
Page 213 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
3
12
Base
3
12
B.2.3-4 (1)
1007.4918
51.8421
B.2.3-5
1434.2827
Base
3
12
38.9662
B.2.3-6 (1) Max
94333.9312
7595.7075
Base
3
Base
3
12
B.2.3-6 (1) Min
-91465.3658
-7517.775
12
B.2.3-6 (2) Max
94333.9312
7595.7075
Base
3
Base
3
12
B.2.3-6 (2) Min
-91465.3658
-7517.775
12
B.2.3-6 (3) Max
94333.9312
7595.7075
Base
3
12
B.2.3-6 (3) Min
-91465.3658
-7517.775
Base
3
12
B.2.3-6 (4) Max
94333.9312
7595.7075
Base
3
12
B.2.3-6 (4) Min
-91465.3658
-7517.775
Base
3
12
B.2.3-6 (5) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (5) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (6) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (6) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (7) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (7) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (8) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (8) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-7 (1)
1007.4918
51.8421
Base
3
12
B.2.3-8 (1) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (1) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (2) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (2) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (3) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (3) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (4) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (4) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (5) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (5) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (6) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (6) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (7) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (7) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (8) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (8) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-9
860.5696
23.3797
Base
3
12
B.2.3-10 (1) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (1) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (2) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (2) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (3) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (3) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (4) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (4) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (5) Max
44372.1553
4530.384
Page 214 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
3
12
Base
3
12
B.2.3-10 (5) Min
-42651.016
-4483.6245
B.2.3-10 (6) Max
44372.1553
Base
3
12
4530.384
B.2.3-10 (6) Min
-42651.016
-4483.6245
Base
3
Base
3
12
B.2.3-10 (7) Max
44372.1553
4530.384
12
B.2.3-10 (7) Min
-42651.016
-4483.6245
Base Base
3
12
B.2.3-10 (8) Max
44372.1553
4530.384
3
12
B.2.3-10 (8) Min
-42651.016
-4483.6245
Base
3
12
ENVOLVENTE DE SERVICIO Max
94333.9312
7595.7075
Base
3
12
ENVOLVENTE DE SERVICIO Min
-92039.0789
-7533.3615
Base
3
12
ENVOLVENTE MAYORADA Max
134004.6381
10859.2719
Base
3
12
ENVOLVENTE MAYORADA Min
-131561.6989
-10760.275
Base
3
12
B.2.3-3 (2)
1431.7618
39.2239
Base
3
12
B.2.3-4 (2)
1005.6011
52.0353
Base
3
12
B.2.3-7 (2)
1005.6011
52.0353
Base
3
12
B.2.3-8 (9) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (9) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (10) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (10) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (11) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (11) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (12) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (12) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (13) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (13) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (14) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (14) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (15) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (15) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (16) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (16) Min
-31628.0881
-3328.2179
Base
3
12
B.2.4-2 (2)
809.3916
74.3567
Base
3
12
B.2.4-3 (2)
1148.0512
64.3394
Base
3
12
B.2.4-4 (2)
1150.8243
64.0561
Base
3
12
B.2.4-5 (1) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (1) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (2) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (2) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (3) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (3) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (4) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (4) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (5) DER Max
349189.084
36114.1935
Base
3
12
B.2.4-5 (5) DER Min
Base
3
12
B.2.4-5 (6) DER Max
Base
3
12
B.2.4-5 (6) DER Min
Load Case/Combo
Page 215 of 290
-346884.9145 -35986.3389 349189.084
36114.1935
-346884.9145 -35986.3389
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
3
12
B.2.4-5 (7) DER Max
Base
3
12
B.2.4-5 (7) DER Min
Base
3
12
B.2.4-5 (8) DER Max
Base
3
12
B.2.4-5 (8) DER Min
Base
3
12
B.2.4-7 (1) DER Max
744369.1501
Base
3
12
B.2.4-7 (1) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (2) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (2) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (3) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (3) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (4) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (4) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (5) DER Max
349327.8537
36085.3358
Base
3
12
B.2.4-7 (5) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (6) DER Max
349327.8537
Base
3
12
B.2.4-7 (6) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (7) DER Max
349327.8537
Base
3
12
B.2.4-7 (7) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (8) DER Max
349327.8537
Base
3
12
B.2.4-7 (8) DER Min
-346746.1448 -36015.1966
Base
4
16
DEAD
1521.6212
38.9662
Base
4
16
LIVE
22.9951
17.1678
Base
4
16
SX Max
620348.8032
54537.559
Base
4
16
SY Max
225513.9492
19688.9985
Base
4
16
Lr
0
0
Base
4
16
EMPUJE
0
0
Base
4
16
GRANIZO
-6.3745
0.2576
Base
4
16
Sx Estatico
Base
4
16
Sy Estatico
36791.4052
Base
4
16
B.2.4-1
2130.2697
54.5527
Base
4
16
B.2.4-2 (1)
1862.7377
74.2279
Base
4
16
B.2.4-3 (1)
1848.9406
63.9273
Base
4
16
B.2.4-5 (1) Max
124726.2742
10859.2719
Base
4
16
B.2.4-5 (1) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-6
1369.4591
35.0696
Base
4
16
B.2.4-7 (1) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (1) Min
-121507.8746
-10760.275
Base
4
16
B.2.3-1
1521.6212
38.9662
Base
4
16
B.2.3-2
1544.6163
56.134
Base
4
16
B.2.3-3 (1)
1521.6212
38.9662
Base
4
16
ExDIS Max
110794.2962
9740.408
Base
4
16
ExDIS Min
-110794.2962
-9740.408
Base
4
16
EyDIS Max
40276.7913
3516.4551
Base
4
16
EyDIS Min
-40276.7913
-3516.4551
Base
4
16
B.2.4-4 (1)
1848.9406
63.9273
Page 216 of 290
MY kgf-cm
MZ kgf-cm
349189.084
36114.1935
-346884.9145 -35986.3389 349189.084
36114.1935
-346884.9145 -35986.3389 60479.3282
36085.3358 36085.3358 36085.3358
-619855.4734 -12625.4629 -4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
16
Base
4
16
B.2.4-5 (2) Max
124726.2742
10859.2719
B.2.4-5 (2) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-5 (3) Max
124726.2742
Base
4
Base
4
16
B.2.4-5 (3) Min
-121028.3931 -10731.4173
16
B.2.4-5 (4) Max
Base
124726.2742
4
16
B.2.4-5 (4) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-5 (5) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (5) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (6) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (6) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (7) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (7) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (8) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (8) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-7 (2) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (2) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (3) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (3) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (4) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (4) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (5) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (5) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (6) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (6) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (7) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (7) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (8) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (8) Min
-72145.6211
-6403.5079
Base
4
16
B.2.3-4 (1)
1538.8675
51.8421
Base
4
16
B.2.3-5
1521.6212
38.9662
Base
4
16
B.2.3-6 (1) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (1) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (2) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (2) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (3) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (3) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (4) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (4) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (5) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (5) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (6) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (6) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (7) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (7) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (8) Max
52982.1773
4545.9705
Page 217 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
16
B.2.3-6 (8) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-7 (1)
1538.8675
51.8421
Base
4
16
B.2.3-8 (1) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (1) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (2) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (2) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (3) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (3) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (4) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (4) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (5) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (5) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (6) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (6) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (7) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (7) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (8) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (8) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-9
912.9727
23.3797
Base
4
16
B.2.3-10 (1) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (1) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (2) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (2) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (3) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (3) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (4) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (4) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (5) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (5) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (6) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (6) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (7) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (7) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (8) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (8) Min
-50547.5834
-4483.6245
Base
4
16
ENVOLVENTE DE SERVICIO Max
87535.7547
7595.7075
Base
4
16
ENVOLVENTE DE SERVICIO Min
-85101.1608
-7533.3615
Base
4
16
ENVOLVENTE MAYORADA Max
124726.2742
10859.2719
Base
4
16
ENVOLVENTE MAYORADA Min
-121507.8746
-10760.275
Base
4
16
B.2.3-3 (2)
1515.2467
39.2239
Base
4
16
B.2.3-4 (2)
1534.0866
52.0353
Base
4
16
B.2.3-7 (2)
1534.0866
52.0353
Base
4
16
B.2.3-8 (9) Max
66044.6868
5719.5912
Base
4
16
B.2.3-8 (9) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (10) Max
66044.6868
5719.5912
Page 218 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
Base
4
16
B.2.3-8 (10) Min
-62976.5135
-5615.5206
16
B.2.3-8 (11) Max
66044.6868
Base
5719.5912
4
16
B.2.3-8 (11) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (12) Max
66044.6868
5719.5912
Base
4
16
B.2.3-8 (12) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (13) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (13) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (14) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (14) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (15) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (15) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (16) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (16) Min
-37061.3305
-3328.2179
Base
4
16
B.2.4-2 (2)
1859.5504
74.3567
Base
4
16
B.2.4-3 (2)
1838.7413
64.3394
Base
4
16
B.2.4-4 (2)
1845.7533
64.0561
Base
4
16
B.2.4-5 (1) DER Max
689851.9285
60508.1859
Base
4
16
B.2.4-5 (1) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (2) DER Max
689851.9285
Base
4
16
B.2.4-5 (2) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (3) DER Max
689851.9285
Base
4
16
B.2.4-5 (3) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (4) DER Max
689851.9285
Base
4
16
B.2.4-5 (4) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (5) DER Max
413467.5307
Base
4
16
B.2.4-5 (5) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (6) DER Max
413467.5307
Base
4
16
B.2.4-5 (6) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (7) DER Max
413467.5307
Base
4
16
B.2.4-5 (7) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (8) DER Max
413467.5307
Base
4
16
B.2.4-5 (8) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-7 (1) DER Max
689372.447
Base
4
16
B.2.4-7 (1) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (2) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (2) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (3) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (3) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (4) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (4) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (5) DER Max
412988.0492
36085.3358
Base
4
16
B.2.4-7 (5) DER Min
-410249.1311 -36015.1966
Base
4
16
B.2.4-7 (6) DER Max
412988.0492
Base
4
16
B.2.4-7 (6) DER Min
-410249.1311 -36015.1966
Base
4
16
B.2.4-7 (7) DER Max
412988.0492
Page 219 of 290
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
4
16
B.2.4-7 (7) DER Min
Base
4
16
B.2.4-7 (8) DER Max
412988.0492
Base
4
16
B.2.4-7 (8) DER Min
-410249.1311 -36015.1966
Base
5
20
DEAD
1124.3619
38.9662
Base
5
20
LIVE
244.9729
17.1678
Base
5
20
SX Max
1366903.0896
54537.559
Base
5
20
SY Max
227025.6068
19688.9985
Base
5
20
Lr
0
0
Base
5
20
EMPUJE
0
0
Base
5
20
GRANIZO
-4.7637
0.2576
Base
5
20
Sx Estatico
-963135.4408 -12625.4629
Base
5
20
Sy Estatico
-42989.4838
Base
5
20
B.2.4-1
1574.1067
54.5527
Base
5
20
B.2.4-2 (1)
1741.1909
74.2279
Base
5
20
B.2.4-3 (1)
1594.2072
63.9273
Base
5
20
B.2.4-5 (1) Max
257887.131
10859.2719
Base
5
20
B.2.4-5 (1) Min
Base
5
20
B.2.4-6
1011.9257
35.0696
Base
5
20
B.2.4-7 (1) Max
257304.8495
10830.4142
Base
5
20
B.2.4-7 (1) Min
-255280.9981
-10760.275
Base
5
20
B.2.3-1
1124.3619
38.9662
Base
5
20
B.2.3-2
1369.3348
56.134
Base
5
20
B.2.3-3 (1)
1124.3619
38.9662
Base
5
20
ExDIS Max
244128.8918
9740.408
Base
5
20
ExDIS Min
-244128.8918
-9740.408
Base
5
20
EyDIS Max
40546.7734
3516.4551
Base
5
20
EyDIS Min
-40546.7734
-3516.4551
Base
5
20
B.2.4-4 (1)
1594.2072
63.9273
Base
5
20
B.2.4-5 (2) Max
257887.131
10859.2719
Base
5
20
B.2.4-5 (2) Min
Base
5
20
B.2.4-5 (3) Max
Base
5
20
B.2.4-5 (3) Min
Base
5
20
B.2.4-5 (4) Max
Base
5
20
B.2.4-5 (4) Min
Base
5
20
B.2.4-5 (5) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (5) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (6) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (6) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (7) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (7) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (8) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (8) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-7 (2) Max
257304.8495
10830.4142
Base
5
20
B.2.4-7 (2) Min
-255280.9981
-10760.275
Base
5
20
B.2.4-7 (3) Max
257304.8495
10830.4142
Load Case/Combo
Page 220 of 290
MY kgf-cm
MZ kgf-cm
-410249.1311 -36015.1966 36085.3358
-4145.7122
-254698.7166 -10731.4173
-254698.7166 -10731.4173 257887.131
10859.2719
-254698.7166 -10731.4173 257887.131
10859.2719
-254698.7166 -10731.4173
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
5
Base
5
Base
20
B.2.4-7 (3) Min
-255280.9981
-10760.275
20
B.2.4-7 (4) Max
257304.8495
10830.4142
5
20
B.2.4-7 (4) Min
-255280.9981
-10760.275
Base
5
20
B.2.4-7 (5) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (5) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (6) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (6) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (7) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (7) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (8) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (8) Min
-112773.5152
-6403.5079
Base
5
20
B.2.3-4 (1)
1308.0916
51.8421
Base
5
20
B.2.3-5
1124.3619
38.9662
Base
5
20
B.2.3-6 (1) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (1) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (2) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (2) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (3) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (3) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (4) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (4) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (5) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (5) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (6) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (6) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (7) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (7) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (8) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (8) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-7 (1)
1308.0916
51.8421
Base
5
20
B.2.3-8 (1) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (1) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (2) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (2) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (3) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (3) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (4) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (4) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (5) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (5) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (6) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (6) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (7) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (7) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (8) Max
61045.4481
3432.0953
Page 221 of 290
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
5
20
B.2.3-8 (8) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-9
674.6171
23.3797
Base
5
20
B.2.3-10 (1) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (1) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (2) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (2) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (3) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (3) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (4) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (4) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (5) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (5) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (6) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (6) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (7) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (7) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (8) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (8) Min
-78975.1915
-4483.6245
Base
5
20
ENVOLVENTE DE SERVICIO Max
180529.4086
7595.7075
Base
5
20
ENVOLVENTE DE SERVICIO Min
-178730.4295
-7533.3615
Base
5
20
ENVOLVENTE MAYORADA Max
257887.131
10859.2719
Base
5
20
ENVOLVENTE MAYORADA Min
-255280.9981
-10760.275
Base
5
20
B.2.3-3 (2)
1119.5982
39.2239
Base
5
20
B.2.3-4 (2)
1304.5188
52.0353
Base
5
20
B.2.3-7 (2)
1304.5188
52.0353
Base
5
20
B.2.3-8 (9) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (9) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (10) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (10) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (11) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (11) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (12) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (12) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (13) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (13) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (14) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (14) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (15) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (15) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (16) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (16) Min
-58432.8377
-3328.2179
Base
5
20
B.2.4-2 (2)
1738.8091
74.3567
Base
5
20
B.2.4-3 (2)
1586.5852
64.3394
Base
5
20
B.2.4-4 (2)
1591.8253
64.0561
Base
5
20
B.2.4-5 (1) DER Max
Page 222 of 290
1436604.9788 60508.1859
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
5
20
B.2.4-5 (1) DER Min
Base
5
20
B.2.4-5 (2) DER Max
Base
5
20
B.2.4-5 (2) DER Min
Base
5
20
B.2.4-5 (3) DER Max
Base
5
20
B.2.4-5 (3) DER Min
Base
5
20
B.2.4-5 (4) DER Max
Base
5
20
B.2.4-5 (4) DER Min
-1433417
-60380.3313
Base
5
20
B.2.4-5 (5) DER Max
638690.7409
36114.1935
Base
5
20
B.2.4-5 (5) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (6) DER Max
638690.7409
Base
5
20
B.2.4-5 (6) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (7) DER Max
638690.7409
Base
5
20
B.2.4-5 (7) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (8) DER Max
638690.7409
Base
5
20
B.2.4-5 (8) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-7 (1) DER Max
1436022.6974 60479.3282
Base
5
20
B.2.4-7 (1) DER Min
Base
5
20
B.2.4-7 (2) DER Max
Base
5
20
B.2.4-7 (2) DER Min
Base
5
20
B.2.4-7 (3) DER Max
Base
5
20
B.2.4-7 (3) DER Min
Base
5
20
B.2.4-7 (4) DER Max
Base
5
20
B.2.4-7 (4) DER Min
-1433999
-60409.189
Base
5
20
B.2.4-7 (5) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (5) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (6) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (6) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (7) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (7) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (8) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (8) DER Min
-636084.608
-36015.1966
Base
6
24
DEAD
2132.5872
38.9662
Base
6
24
LIVE
134.0605
17.1678
Base
6
24
SX Max
949425.7428
54537.559
Base
6
24
SY Max
122329.4921
19688.9985
Base
6
24
Lr
0
0
Base
6
24
EMPUJE
0
0
Base
6
24
GRANIZO
9.2135
0.2576
Base
6
24
Sx Estatico
-845923.3073 -12625.4629
Base
6
24
Sy Estatico
-13472.9498
-4145.7122
Base
6
24
B.2.4-1
2985.6221
54.5527
Base
6
24
B.2.4-2 (1)
2773.6013
74.2279
Base
6
24
B.2.4-3 (1)
2693.1651
63.9273
Base
6
24
B.2.4-5 (1) Max
178815.0169
10859.2719
Base
6
24
B.2.4-5 (1) Min
-173428.6868 -10731.4173
Load Case/Combo
Page 223 of 290
MY kgf-cm
MZ kgf-cm
-1433417
-60380.3313
1436604.9788 60508.1859 -1433417
-60380.3313
1436604.9788 60508.1859 -1433417
-60380.3313
1436604.9788 60508.1859
-1433999
36114.1935 36114.1935 36114.1935
-60409.189
1436022.6974 60479.3282 -1433999
-60409.189
1436022.6974 60479.3282 -1433999
-60409.189
1436022.6974 60479.3282
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
6
24
B.2.4-6
1919.3285
35.0696
Base
6
24
B.2.4-7 (1) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (1) Min
-174202.5234
-10760.275
Base
6
24
B.2.3-1
2132.5872
38.9662
Base
6
24
B.2.3-2
2266.6476
56.134
Base
6
24
B.2.3-3 (1)
2132.5872
38.9662
Base
6
24
ExDIS Max
169567.4377
9740.408
Base
6
24
ExDIS Min
-169567.4377
-9740.408
Base
6
24
EyDIS Max
21848.0473
3516.4551
Base
6
24
EyDIS Min
-21848.0473
-3516.4551
Base
6
24
B.2.4-4 (1)
2693.1651
63.9273
Base
6
24
B.2.4-5 (2) Max
178815.0169
10859.2719
Base
6
24
B.2.4-5 (2) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (3) Max
178815.0169
Base
6
24
B.2.4-5 (3) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (4) Max
178815.0169
Base
6
24
B.2.4-5 (4) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (5) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (5) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (6) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (6) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (7) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (7) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (8) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (8) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-7 (2) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (2) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (3) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (3) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (4) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (4) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (5) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (5) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (6) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (6) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (7) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (7) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (8) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (8) Min
-70798.9501
-6403.5079
Base
6
24
B.2.3-4 (1)
2233.1325
51.8421
Base
6
24
B.2.3-5
2132.5872
38.9662
Base
6
24
B.2.3-6 (1) Max
125417.8835
7595.7075
Base
6
24
B.2.3-6 (1) Min
-121152.7091
-7517.775
Base
6
24
B.2.3-6 (2) Max
125417.8835
7595.7075
Base
6
24
B.2.3-6 (2) Min
-121152.7091
-7517.775
Load Case/Combo
Page 224 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
6
24
Base
6
24
B.2.3-6 (3) Max
125417.8835
7595.7075
B.2.3-6 (3) Min
-121152.7091
Base
6
24
-7517.775
B.2.3-6 (4) Max
125417.8835
7595.7075
Base
6
Base
6
24
B.2.3-6 (4) Min
-121152.7091
-7517.775
24
B.2.3-6 (5) Max
53035.3822
4545.9705
Base
6
Base
6
24
B.2.3-6 (5) Min
-48770.2078
-4468.038
24
B.2.3-6 (6) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (6) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-6 (7) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (7) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-6 (8) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (8) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-7 (1)
2233.1325
51.8421
Base
6
24
B.2.3-8 (1) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (1) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (2) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (2) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (3) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (3) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (4) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (4) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (5) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (5) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (6) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (6) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (7) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (7) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (8) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (8) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-9
1279.5523
23.3797
Base
6
24
B.2.3-10 (1) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (1) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (2) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (2) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (3) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (3) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (4) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (4) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (5) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (5) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (6) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (6) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (7) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (7) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (8) Max
52182.3473
4530.384
Page 225 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
6
24
Base
6
24
B.2.3-10 (8) Min
-49623.2427
-4483.6245
ENVOLVENTE DE SERVICIO Max
125417.8835
Base
6
24
ENVOLVENTE DE SERVICIO Min
7595.7075
-122005.744
-7533.3615
Base
6
24
Base
6
24
ENVOLVENTE MAYORADA Max
178815.0169
10859.2719
ENVOLVENTE MAYORADA Min
-174202.5234
Base
6
-10760.275
24
B.2.3-3 (2)
2141.8007
Base
39.2239
6
24
B.2.3-4 (2)
2240.0427
52.0353
Base
6
24
B.2.3-7 (2)
2240.0427
52.0353
Base
6
24
B.2.3-8 (9) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (9) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (10) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (10) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (11) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (11) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (12) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (12) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (13) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (13) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (14) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (14) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (15) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (15) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (16) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (16) Min
-35937.0536
-3328.2179
Base
6
24
B.2.4-2 (2)
2778.2081
74.3567
Base
6
24
B.2.4-3 (2)
2707.9067
64.3394
Base
6
24
B.2.4-4 (2)
2697.7718
64.0561
Base
6
24
B.2.4-5 (1) DER Max
988817.7555
60508.1859
Base
6
24
B.2.4-5 (1) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (2) DER Max
988817.7555
Base
6
24
B.2.4-5 (2) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (3) DER Max
988817.7555
Base
6
24
B.2.4-5 (3) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (4) DER Max
988817.7555
Base
6
24
B.2.4-5 (4) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (5) DER Max
Base
6
24
B.2.4-5 (5) DER Min
Base
6
24
B.2.4-5 (6) DER Max
Base
6
24
B.2.4-5 (6) DER Min
Base
6
24
B.2.4-5 (7) DER Max
Base
6
24
B.2.4-5 (7) DER Min
Base
6
24
B.2.4-5 (8) DER Max
Base
6
24
B.2.4-5 (8) DER Min
-404464.0499 -35986.3389
Base
6
24
B.2.4-7 (1) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (1) DER Min
-984205.262
-60409.189
Load Case/Combo
Page 226 of 290
409850.38
60508.1859 60508.1859 60508.1859 36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
6
24
B.2.4-7 (2) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (2) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (3) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (3) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (4) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (4) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (5) DER Max
409076.5434
36085.3358
Base
6
24
B.2.4-7 (5) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (6) DER Max
409076.5434
Base
6
24
B.2.4-7 (6) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (7) DER Max
409076.5434
Base
6
24
B.2.4-7 (7) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (8) DER Max
409076.5434
Base
6
24
B.2.4-7 (8) DER Min
-405237.8865 -36015.1966
Base
7
28
DEAD
-99.0343
38.9662
Base
7
28
LIVE
-520.8207
17.1678
Base
7
28
SX Max
786736.2333
54537.559
Base
7
28
SY Max
161859.967
19688.9985
Base
7
28
Lr
0
0
Base
7
28
EMPUJE
0
0
Base
7
28
GRANIZO
7.2784
0.2576
Base
7
28
Sx Estatico
Base
7
28
Sy Estatico
23152.5558
-4145.7122
Base
7
28
B.2.4-1
-138.648
54.5527
Base
7
28
B.2.4-2 (1)
-952.1543
74.2279
Base
7
28
B.2.4-3 (1)
-639.6619
63.9273
Base
7
28
B.2.4-5 (1) Max
148543.8864
10859.2719
Base
7
28
B.2.4-5 (1) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-6
-89.1309
35.0696
Base
7
28
B.2.4-7 (1) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (1) Min
-149272.6792
-10760.275
Base
7
28
B.2.3-1
-99.0343
38.9662
Base
7
28
B.2.3-2
-619.855
56.134
Base
7
28
B.2.3-3 (1)
-99.0343
38.9662
Base
7
28
ExDIS Max
140511.0913
9740.408
Base
7
28
ExDIS Min
-140511.0913
-9740.408
Base
7
28
EyDIS Max
28908.1901
3516.4551
Base
7
28
EyDIS Min
-28908.1901
-3516.4551
Base
7
28
B.2.4-4 (1)
-639.6619
63.9273
Base
7
28
B.2.4-5 (2) Max
148543.8864
10859.2719
Base
7
28
B.2.4-5 (2) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-5 (3) Max
148543.8864
Base
7
28
B.2.4-5 (3) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-5 (4) Max
148543.8864
Base
7
28
B.2.4-5 (4) Min
-149823.2102 -10731.4173
Page 227 of 290
36085.3358 36085.3358 36085.3358
-783328.0603 -12625.4629
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
7
28
B.2.4-5 (5) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (5) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (6) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (6) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (7) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (7) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (8) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (8) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-7 (2) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (2) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (3) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (3) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (4) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (4) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (5) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (5) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (6) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (6) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (7) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (7) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (8) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (8) Min
-71150.6484
-6403.5079
Base
7
28
B.2.3-4 (1)
-489.6498
51.8421
Base
7
28
B.2.3-5
-99.0343
38.9662
Base
7
28
B.2.3-6 (1) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (1) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (2) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (2) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (3) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (3) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (4) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (4) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (5) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (5) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (6) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (6) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (7) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (7) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (8) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (8) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-7 (1)
-489.6498
51.8421
Base
7
28
B.2.3-8 (1) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (1) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (2) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (2) Min
-78811.0127
-5615.7138
Page 228 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
7
28
B.2.3-8 (3) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (3) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (4) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (4) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (5) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (5) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (6) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (6) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (7) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (7) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (8) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (8) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-9
-59.4206
23.3797
Base
7
28
B.2.3-10 (1) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (1) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (2) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (2) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (3) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (3) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (4) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (4) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (5) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (5) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (6) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (6) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (7) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (7) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (8) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (8) Min
-49802.4828
-4483.6245
Base
7
28
ENVOLVENTE DE SERVICIO Max
104369.0632
7595.7075
Base
7
28
ENVOLVENTE DE SERVICIO Min
-104527.5181
-7533.3615
Base
7
28
ENVOLVENTE MAYORADA Max
149094.4174
10859.2719
Base
7
28
ENVOLVENTE MAYORADA Min
-149823.2102
-10760.275
Base
7
28
B.2.3-3 (2)
-91.7559
39.2239
Base
7
28
B.2.3-4 (2)
-484.191
52.0353
Base
7
28
B.2.3-7 (2)
-484.191
52.0353
Base
7
28
B.2.3-8 (9) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (9) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (10) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (10) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (11) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (11) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (12) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (12) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (13) Max
36823.1057
3432.2885
Page 229 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
7
Base
7
28
B.2.3-8 (13) Min
-37791.4877
-3328.2179
28
B.2.3-8 (14) Max
36823.1057
Base
3432.2885
7
28
B.2.3-8 (14) Min
-37791.4877
-3328.2179
Base
7
28
B.2.3-8 (15) Max
36823.1057
3432.2885
Base
7
28
B.2.3-8 (15) Min
-37791.4877
-3328.2179
Base
7
28
B.2.3-8 (16) Max
36823.1057
3432.2885
Base
7
28
B.2.3-8 (16) Min
-37791.4877
-3328.2179
Base
7
28
B.2.4-2 (2)
-948.5151
74.3567
Base
7
28
B.2.4-3 (2)
-628.0164
64.3394
Base
7
28
B.2.4-4 (2)
-636.0226
64.0561
Base
7
28
B.2.4-5 (1) DER Max
834654.5615
60508.1859
Base
7
28
B.2.4-5 (1) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (2) DER Max
834654.5615
Base
7
28
B.2.4-5 (2) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (3) DER Max
834654.5615
Base
7
28
B.2.4-5 (3) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (4) DER Max
834654.5615
Base
7
28
B.2.4-5 (4) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (5) DER Max
397241.1751
Base
7
28
B.2.4-5 (5) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (6) DER Max
397241.1751
Base
7
28
B.2.4-5 (6) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (7) DER Max
397241.1751
Base
7
28
B.2.4-5 (7) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (8) DER Max
397241.1751
Base
7
28
B.2.4-5 (8) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-7 (1) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (1) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (2) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (2) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (3) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (3) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (4) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (4) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (5) DER Max
397791.7061
36085.3358
Base
7
28
B.2.4-7 (5) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (6) DER Max
397791.7061
Base
7
28
B.2.4-7 (6) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (7) DER Max
397791.7061
Base
7
28
B.2.4-7 (7) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (8) DER Max
397791.7061
Base
7
28
B.2.4-7 (8) DER Min
-397969.9678 -36015.1966
Base
8
32
DEAD
-1878.4928
38.9662
Base
8
32
LIVE
-1335.4926
17.1678
Base
8
32
SX Max
696579.1445
54537.559
Page 230 of 290
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935
36085.3358 36085.3358 36085.3358
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
8
32
SY Max
246957.2285
19688.9985
Base
8
32
Lr
0
0
Base
8
32
EMPUJE
0
0
Base
8
32
GRANIZO
-7.8685
0.2576
Base
8
32
Sx Estatico
Base
8
32
Sy Estatico
34205.601
Base
8
32
B.2.4-1
-2629.89
54.5527
Base
8
32
B.2.4-2 (1)
-4390.9795
74.2279
Base
8
32
B.2.4-3 (1)
-3589.684
63.9273
Base
8
32
B.2.4-5 (1) Max
134051.3196
10859.2719
Base
8
32
B.2.4-5 (1) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-6
Base
8
32
Base
8
32
Base
8
Base
-697548.6532 -12625.4629 -4145.7122
-1690.6435
35.0696
B.2.4-7 (1) Max
135950.36
10830.4142
B.2.4-7 (1) Min
-139331.6471
-10760.275
32
B.2.3-1
-1878.4928
38.9662
8
32
B.2.3-2
-3213.9854
56.134
Base
8
32
B.2.3-3 (1)
-1878.4928
38.9662
Base
8
32
ExDIS Max
124409.0352
9740.408
Base
8
32
ExDIS Min
-124409.0352
-9740.408
Base
8
32
EyDIS Max
44106.561
3516.4551
Base
8
32
EyDIS Min
-44106.561
-3516.4551
Base
8
32
B.2.4-4 (1)
-3589.684
63.9273
Base
8
32
B.2.4-5 (2) Max
134051.3196
10859.2719
Base
8
32
B.2.4-5 (2) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (3) Max
134051.3196
Base
8
32
B.2.4-5 (3) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (4) Max
134051.3196
Base
8
32
B.2.4-5 (4) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (5) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (5) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (6) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (6) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (7) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (7) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (8) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (8) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-7 (2) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (2) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (3) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (3) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (4) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (4) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (5) Max
79738.628
6473.6472
Base
8
32
B.2.4-7 (5) Min
-83119.9151
-6403.5079
Base
8
32
B.2.4-7 (6) Max
79738.628
6473.6472
Page 231 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
8
Base
8
32
B.2.4-7 (6) Min
-83119.9151
-6403.5079
32
B.2.4-7 (7) Max
79738.628
Base
6473.6472
8
32
B.2.4-7 (7) Min
-83119.9151
-6403.5079
Base
8
32
B.2.4-7 (8) Max
79738.628
6473.6472
Base
8
32
B.2.4-7 (8) Min
-83119.9151
-6403.5079
Base
8
32
B.2.3-4 (1)
-2880.1123
51.8421
Base
8
32
B.2.3-5
-1878.4928
38.9662
Base
8
32
B.2.3-6 (1) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (1) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (2) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (2) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (3) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (3) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (4) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (4) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (5) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (5) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (6) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (6) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (7) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (7) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (8) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (8) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-7 (1)
-2880.1123
51.8421
Base
8
32
B.2.3-8 (1) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (1) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (2) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (2) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (3) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (3) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (4) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (4) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (5) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (5) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (6) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (6) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (7) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (7) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (8) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (8) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-9
-1127.0957
23.3797
Base
8
32
B.2.3-10 (1) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (1) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (2) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (2) Min
-97475.7982
-7533.3615
Page 232 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
8
32
B.2.3-10 (3) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (3) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (4) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (4) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (5) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (5) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (6) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (6) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (7) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (7) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (8) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (8) Min
-58127.5858
-4483.6245
Base
8
32
ENVOLVENTE DE SERVICIO Max
95221.6068
7595.7075
Base
8
32
ENVOLVENTE DE SERVICIO Min
-98227.1953
-7533.3615
Base
8
32
ENVOLVENTE MAYORADA Max
135950.36
10859.2719
Base
8
32
ENVOLVENTE MAYORADA Min
-141230.6875
-10760.275
Base
8
32
B.2.3-3 (2)
-1886.3614
39.2239
Base
8
32
B.2.3-4 (2)
-2886.0137
52.0353
Base
8
32
B.2.3-7 (2)
-2886.0137
52.0353
Base
8
32
B.2.3-8 (9) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (9) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (10) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (10) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (11) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (11) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (12) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (12) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (13) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (13) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (14) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (14) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (15) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (15) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (16) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (16) Min
-45636.3812
-3328.2179
Base
8
32
B.2.4-2 (2)
-4394.9138
74.3567
Base
8
32
B.2.4-3 (2)
-3602.2736
64.3394
Base
8
32
B.2.4-4 (2)
-3593.6182
64.0561
Base
8
32
B.2.4-5 (1) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (1) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (2) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (2) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (3) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (3) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (4) DER Max
767076.6291
60508.1859
Page 233 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
8
32
Base
8
32
B.2.4-5 (4) DER Min
-774255.997
-60380.3313
B.2.4-5 (5) DER Max
452341.2879
Base
8
32
B.2.4-5 (5) DER Min
-459520.6558 -35986.3389
36114.1935
Base
8
32
B.2.4-5 (6) DER Max
452341.2879
Base
8
32
B.2.4-5 (6) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-5 (7) DER Max
452341.2879
Base
8
32
B.2.4-5 (7) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-5 (8) DER Max
452341.2879
Base
8
32
B.2.4-5 (8) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-7 (1) DER Max
768975.6695
Base
8
32
B.2.4-7 (1) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (2) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (2) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (3) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (3) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (4) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (4) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (5) DER Max
454240.3283
36085.3358
Base
8
32
B.2.4-7 (5) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (6) DER Max
454240.3283
Base
8
32
B.2.4-7 (6) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (7) DER Max
454240.3283
Base
8
32
B.2.4-7 (7) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (8) DER Max
454240.3283
Base
8
32
B.2.4-7 (8) DER Min
-457621.6154 -36015.1966
Base
9
36
DEAD
-3514.2639
38.9662
Base
9
36
LIVE
-1088.4531
17.1678
Base
9
36
SX Max
1200512.4187
54537.559
Base
9
36
SY Max
200166.2331
19688.9985
Base
9
36
Lr
0
0
Base
9
36
EMPUJE
0
0
Base
9
36
GRANIZO
-5.0704
0.2576
Base
9
36
Sx Estatico
-841959.2286 -12625.4629
Base
9
36
Sy Estatico
-36904.8773
Base
9
36
B.2.4-1
-4919.9694
54.5527
Base
9
36
B.2.4-2 (1)
-5958.6415
74.2279
Base
9
36
B.2.4-3 (1)
-5305.5697
63.9273
Base
9
36
B.2.4-5 (1) Max
219830.8551
10859.2719
Base
9
36
B.2.4-5 (1) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-6
-3162.8375
35.0696
Base
9
36
B.2.4-7 (1) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (1) Min
-228299.2622
-10760.275
Base
9
36
B.2.3-1
-3514.2639
38.9662
Base
9
36
B.2.3-2
-4602.7169
56.134
Base
9
36
B.2.3-3 (1)
-3514.2639
38.9662
Load Case/Combo
Page 234 of 290
36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358
-4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
9
36
ExDIS Max
214411.518
9740.408
Base
9
36
ExDIS Min
-214411.518
-9740.408
Base
9
36
EyDIS Max
35749.6892
3516.4551
Base
9
36
EyDIS Min
-35749.6892
-3516.4551
Base
9
36
B.2.4-4 (1)
-5305.5697
63.9273
Base
9
36
B.2.4-5 (2) Max
219830.8551
10859.2719
Base
9
36
B.2.4-5 (2) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (3) Max
219830.8551
Base
9
36
B.2.4-5 (3) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (4) Max
219830.8551
Base
9
36
B.2.4-5 (4) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (5) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (5) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (6) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (6) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (7) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (7) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (8) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (8) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-7 (2) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (2) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (3) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (3) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (4) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (4) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (5) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (5) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (6) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (6) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (7) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (7) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (8) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (8) Min
-103235.9821
-6403.5079
Base
9
36
B.2.3-4 (1)
-4330.6036
51.8421
Base
9
36
B.2.3-5
-3514.2639
38.9662
Base
9
36
B.2.3-6 (1) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (1) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (2) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (2) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (3) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (3) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (4) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (4) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (5) Max
66536.9374
4545.9705
Base
9
36
B.2.3-6 (5) Min
-73565.4651
-4468.038
Page 235 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
Base
9
36
B.2.3-6 (6) Max
66536.9374
4545.9705
B.2.3-6 (6) Min
-73565.4651
Base
9
36
-4468.038
B.2.3-6 (7) Max
66536.9374
4545.9705
Base
9
Base
9
36
B.2.3-6 (7) Min
-73565.4651
-4468.038
36
B.2.3-6 (8) Max
66536.9374
4545.9705
Base Base
9
36
B.2.3-6 (8) Min
-73565.4651
-4468.038
9
36
B.2.3-7 (1)
-4330.6036
51.8421
Base
9
36
B.2.3-8 (1) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (1) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (2) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (2) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (3) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (3) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (4) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (4) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (5) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (5) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (6) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (6) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (7) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (7) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (8) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (8) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-9
-2108.5583
23.3797
Base
9
36
B.2.3-10 (1) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (1) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (2) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (2) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (3) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (3) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (4) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (4) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (5) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (5) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (6) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (6) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (7) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (7) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (8) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (8) Min
-72159.7596
-4483.6245
Base
9
36
ENVOLVENTE DE SERVICIO Max
155486.939
7595.7075
Base
9
36
ENVOLVENTE DE SERVICIO Min
-161109.7612
-7533.3615
Base
9
36
ENVOLVENTE MAYORADA Max
221973.5873
10859.2719
Base
9
36
ENVOLVENTE MAYORADA Min
-230441.9944
-10760.275
Base
9
36
B.2.3-3 (2)
-3519.3343
39.2239
Page 236 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
B.2.3-4 (2)
-4334.4064
52.0353
Base
9
36
B.2.3-7 (2)
-4334.4064
52.0353
Base
9
36
B.2.3-8 (9) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (9) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (10) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (10) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (11) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (11) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (12) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (12) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (13) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (13) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (14) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (14) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (15) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (15) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (16) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (16) Min
-56872.8074
-3328.2179
Base
9
36
B.2.4-2 (2)
-5961.1767
74.3567
Base
9
36
B.2.4-3 (2)
-5313.6823
64.3394
Base
9
36
B.2.4-4 (2)
-5308.1049
64.0561
Base
9
36
B.2.4-5 (1) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (1) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (2) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (2) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (3) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (3) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (4) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (4) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (5) DER Max
555014.389
36114.1935
Base
9
36
B.2.4-5 (5) DER Min
Base
9
36
B.2.4-5 (6) DER Max
Base
9
36
B.2.4-5 (6) DER Min
Base
9
36
B.2.4-5 (7) DER Max
Base
9
36
B.2.4-5 (7) DER Min
Base
9
36
B.2.4-5 (8) DER Max
Base
9
36
B.2.4-5 (8) DER Min
-565625.5284 -35986.3389
Base
9
36
B.2.4-7 (1) DER Max
1257399.4512 60479.3282
Base
9
36
B.2.4-7 (1) DER Min
Base
9
36
B.2.4-7 (2) DER Max
Base
9
36
B.2.4-7 (2) DER Min
Base
9
36
B.2.4-7 (3) DER Max
Base
9
36
B.2.4-7 (3) DER Min
Base
9
36
B.2.4-7 (4) DER Max
Base
9
36
B.2.4-7 (4) DER Min
Page 237 of 290
-565625.5284 -35986.3389 555014.389
36114.1935
-565625.5284 -35986.3389 555014.389
36114.1935
-565625.5284 -35986.3389 555014.389
-1263725
36114.1935
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
Base
9
36
B.2.4-7 (5) DER Max
557157.1212
36085.3358
B.2.4-7 (5) DER Min
-563482.7962 -36015.1966
Base
9
36
B.2.4-7 (6) DER Max
557157.1212
Base
9
Base
9
36
B.2.4-7 (6) DER Min
-563482.7962 -36015.1966
36
B.2.4-7 (7) DER Max
Base
557157.1212
9
36
B.2.4-7 (7) DER Min
-563482.7962 -36015.1966
Base
9
36
B.2.4-7 (8) DER Max
557157.1212
Base
9
36
B.2.4-7 (8) DER Min
-563482.7962 -36015.1966
Base
10
40
DEAD
-2677.2263
38.9662
Base
10
40
LIVE
381.5685
17.1678
Base
10
40
SX Max
819038.1706
54537.559
Base
10
40
SY Max
108400.1005
19688.9985
Base
10
40
Lr
0
0
Base
10
40
EMPUJE
0
0
Base
10
40
GRANIZO
-17.0982
0.2576
Base
10
40
Sx Estatico
Base
10
40
Sy Estatico
-3911.6745
Base
10
40
B.2.4-1
-3748.1169
54.5527
Base
10
40
B.2.4-2 (1)
-2602.1621
74.2279
Base
10
40
B.2.4-3 (1)
-2831.1032
63.9273
Base
10
40
B.2.4-5 (1) Max
149257.1915
10859.2719
Base
10
40
B.2.4-5 (1) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-6
-2409.5037
35.0696
Base
10
40
B.2.4-7 (1) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (1) Min
-154497.7984
-10760.275
Base
10
40
B.2.3-1
-2677.2263
38.9662
Base
10
40
B.2.3-2
-2295.6579
56.134
Base
10
40
B.2.3-3 (1)
-2677.2263
38.9662
Base
10
40
ExDIS Max
146280.2173
9740.408
Base
10
40
ExDIS Min
-146280.2173
-9740.408
Base
10
40
EyDIS Max
19360.2579
3516.4551
Base
10
40
EyDIS Min
-19360.2579
-3516.4551
Base
10
40
B.2.4-4 (1)
-2831.1032
63.9273
Base
10
40
B.2.4-5 (2) Max
149257.1915
10859.2719
Base
10
40
B.2.4-5 (2) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (3) Max
149257.1915
Base
10
40
B.2.4-5 (3) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (4) Max
149257.1915
Base
10
40
B.2.4-5 (4) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (5) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (5) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-5 (6) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (6) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-5 (7) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (7) Min
-66075.4263
-6374.6503
Page 238 of 290
36085.3358 36085.3358 36085.3358
-728829.0685 -12625.4629 -4145.7122
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
10
40
B.2.4-5 (8) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (8) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-7 (2) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (2) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (3) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (3) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (4) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (4) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (5) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (5) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (6) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (6) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (7) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (7) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (8) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (8) Min
-65653.8268
-6403.5079
Base
10
40
B.2.3-4 (1)
-2391.05
51.8421
Base
10
40
B.2.3-5
-2677.2263
38.9662
Base
10
40
B.2.3-6 (1) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (1) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (2) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (2) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (3) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (3) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (4) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (4) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (5) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (5) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (6) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (6) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (7) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (7) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (8) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (8) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-7 (1)
-2391.05
51.8421
Base
10
40
B.2.3-8 (1) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (1) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (2) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (2) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (3) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (3) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (4) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (4) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (5) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (5) Min
-35594.3196
-3328.4111
Page 239 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
10
40
B.2.3-8 (6) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (6) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-8 (7) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (7) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-8 (8) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (8) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-9
-1606.3358
23.3797
Base
10
40
B.2.3-10 (1) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (1) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (2) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (2) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (3) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (3) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (4) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (4) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (5) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (5) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (6) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (6) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (7) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (7) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (8) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (8) Min
-45877.362
-4483.6245
Base
10
40
ENVOLVENTE DE SERVICIO Max
104855.4705
7595.7075
Base
10
40
ENVOLVENTE DE SERVICIO Min
-109139.0326
-7533.3615
Base
10
40
ENVOLVENTE MAYORADA Max
149678.7909
10859.2719
Base
10
40
ENVOLVENTE MAYORADA Min
-154919.3978
-10760.275
Base
10
40
B.2.3-3 (2)
-2694.3246
39.2239
Base
10
40
B.2.3-4 (2)
-2403.8737
52.0353
Base
10
40
B.2.3-7 (2)
-2403.8737
52.0353
Base
10
40
B.2.3-8 (9) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (9) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (10) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (10) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (11) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (11) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (12) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (12) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (13) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (13) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (14) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (14) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (15) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (15) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (16) Max
30799.396
3432.2885
Page 240 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
10
40
B.2.3-8 (16) Min
-35607.1433
-3328.2179
Base
10
40
B.2.4-2 (2)
-2610.7112
74.3567
Base
10
40
B.2.4-3 (2)
-2858.4603
64.3394
Base
10
40
B.2.4-4 (2)
-2839.6523
64.0561
Base
10
40
B.2.4-5 (1) DER Max
848727.0976
60508.1859
Base
10
40
B.2.4-5 (1) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (2) DER Max
848727.0976
Base
10
40
B.2.4-5 (2) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (3) DER Max
848727.0976
Base
10
40
B.2.4-5 (3) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (4) DER Max
848727.0976
Base
10
40
B.2.4-5 (4) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (5) DER Max
351280.4485
Base
10
40
B.2.4-5 (5) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (6) DER Max
351280.4485
Base
10
40
B.2.4-5 (6) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (7) DER Max
351280.4485
Base
10
40
B.2.4-5 (7) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (8) DER Max
351280.4485
Base
10
40
B.2.4-5 (8) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-7 (1) DER Max
849148.697
Base
10
40
B.2.4-7 (1) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (2) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (2) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (3) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (3) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (4) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (4) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (5) DER Max
351702.0479
36085.3358
Base
10
40
B.2.4-7 (5) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (6) DER Max
351702.0479
Base
10
40
B.2.4-7 (6) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (7) DER Max
351702.0479
Base
10
40
B.2.4-7 (7) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (8) DER Max
351702.0479
Base
10
40
B.2.4-7 (8) DER Min
-356521.0553 -36015.1966
Base
11
44
DEAD
Base
11
44
LIVE
357.644
17.1678
Base
11
44
SX Max
670066.1131
54537.559
Base
11
44
SY Max
130023.8834
19688.9985
Base
11
44
Lr
0
0
Base
11
44
EMPUJE
0
0
Base
11
44
GRANIZO
-17.305
0.2576
Base
11
44
Sx Estatico
Base
11
44
Sy Estatico
Page 241 of 290
-2515.0258
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358 38.9662
-666259.2083 -12625.4629 8357.4528
-4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
11
Base
11
Base
44
B.2.4-1
-3521.0361
54.5527
44
B.2.4-2 (1)
-2445.8006
74.2279
11
44
B.2.4-3 (1)
-2660.387
63.9273
Base
11
44
B.2.4-5 (1) Max
123980.1005
10859.2719
Base
11
44
B.2.4-5 (1) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-6
-2263.5232
35.0696
Base
11
44
B.2.4-7 (1) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (1) Min
-128904.0107
-10760.275
Base
11
44
B.2.3-1
-2515.0258
38.9662
Base
11
44
B.2.3-2
-2157.3818
56.134
Base
11
44
B.2.3-3 (1)
-2515.0258
38.9662
Base
11
44
ExDIS Max
119673.8078
9740.408
Base
11
44
ExDIS Min
-119673.8078
-9740.408
Base
11
44
EyDIS Max
23222.2656
3516.4551
Base
11
44
EyDIS Min
-23222.2656
-3516.4551
Base
11
44
B.2.4-4 (1)
-2660.387
63.9273
Base
11
44
B.2.4-5 (2) Max
123980.1005
10859.2719
Base
11
44
B.2.4-5 (2) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (3) Max
123980.1005
Base
11
44
B.2.4-5 (3) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (4) Max
123980.1005
Base
11
44
B.2.4-5 (4) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (5) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (5) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (6) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (6) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (7) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (7) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (8) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (8) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-7 (2) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (2) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (3) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (3) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (4) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (4) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (5) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (5) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (6) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (6) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (7) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (7) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (8) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (8) Min
-61387.9311
-6403.5079
Base
11
44
B.2.3-4 (1)
-2246.7928
51.8421
Page 242 of 290
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
11
44
B.2.3-5
-2515.0258
38.9662
Base
11
44
B.2.3-6 (1) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (1) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (2) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (2) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (3) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (3) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (4) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (4) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (5) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (5) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (6) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (6) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (7) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (7) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (8) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (8) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-7 (1)
-2246.7928
51.8421
Base
11
44
B.2.3-8 (1) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (1) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (2) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (2) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (3) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (3) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (4) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (4) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (5) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (5) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (6) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (6) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (7) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (7) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (8) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (8) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-9
-1509.0155
23.3797
Base
11
44
B.2.3-10 (1) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (1) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (2) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (2) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (3) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (3) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (4) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (4) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (5) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (5) Min
-42896.101
-4483.6245
Load Case/Combo
Page 243 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
11
44
B.2.3-10 (6) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (6) Min
-42896.101
-4483.6245
Base
11
44
B.2.3-10 (7) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (7) Min
-42896.101
-4483.6245
Base
11
44
B.2.3-10 (8) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (8) Min
-42896.101
-4483.6245
Base
11
44
ENVOLVENTE DE SERVICIO Max
87139.3258
7595.7075
Base
11
44
ENVOLVENTE DE SERVICIO Min
-91163.367
-7533.3615
Base
11
44
ENVOLVENTE MAYORADA Max
124376.9643
10859.2719
Base
11
44
ENVOLVENTE MAYORADA Min
-129300.8744
-10760.275
Base
11
44
B.2.3-3 (2)
-2532.3307
39.2239
Base
11
44
B.2.3-4 (2)
-2259.7715
52.0353
Base
11
44
B.2.3-7 (2)
-2259.7715
52.0353
Base
11
44
B.2.3-8 (9) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (9) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (10) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (10) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (11) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (11) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (12) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (12) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (13) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (13) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (14) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (14) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (15) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (15) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (16) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (16) Min
-33300.0857
-3328.2179
Base
11
44
B.2.4-2 (2)
-2454.4531
74.3567
Base
11
44
B.2.4-3 (2)
-2688.0749
64.3394
Base
11
44
B.2.4-4 (2)
-2669.0394
64.0561
Base
11
44
B.2.4-5 (1) DER Max
706412.8912
60508.1859
Base
11
44
B.2.4-5 (1) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (2) DER Max
706412.8912
Base
11
44
B.2.4-5 (2) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (3) DER Max
706412.8912
Base
11
44
B.2.4-5 (3) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (4) DER Max
706412.8912
Base
11
44
B.2.4-5 (4) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (5) DER Max
328383.3303
Base
11
44
B.2.4-5 (5) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-5 (6) DER Max
328383.3303
Base
11
44
B.2.4-5 (6) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-5 (7) DER Max
328383.3303
Page 244 of 290
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
11
44
B.2.4-5 (7) DER Min
Base
11
44
B.2.4-5 (8) DER Max
328383.3303
Base
11
44
B.2.4-5 (8) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-7 (1) DER Max
706809.7549
Base
11
44
B.2.4-7 (1) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (2) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (2) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (3) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (3) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (4) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (4) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (5) DER Max
328780.1941
36085.3358
Base
11
44
B.2.4-7 (5) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (6) DER Max
328780.1941
Base
11
44
B.2.4-7 (6) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (7) DER Max
328780.1941
Base
11
44
B.2.4-7 (7) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (8) DER Max
328780.1941
Base
11
44
B.2.4-7 (8) DER Min
-333307.2405 -36015.1966
Base
12
48
DEAD
Base
12
48
LIVE
968.1024
17.1678
Base
12
48
SX Max
597585.7628
54537.559
Base
12
48
SY Max
216739.0069
19688.9985
Base
12
48
Lr
0
0
Base
12
48
EMPUJE
0
0
Base
12
48
GRANIZO
-8.0659
0.2576
Base
12
48
Sx Estatico
-596526.138
-12625.4629
Base
12
48
Sy Estatico
33268.2393
-4145.7122
Base
12
48
B.2.4-1
-1287.354
54.5527
Base
12
48
B.2.4-2 (1)
445.5176
74.2279
Base
12
48
B.2.4-3 (1)
-135.3438
63.9273
Base
12
48
B.2.4-5 (1) Max
118206.3494
10859.2719
Base
12
48
B.2.4-5 (1) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-6
-827.5847
35.0696
Base
12
48
B.2.4-7 (1) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (1) Min
-119169.2779
-10760.275
Base
12
48
B.2.3-1
-919.5386
38.9662
Base
12
48
B.2.3-2
48.5639
56.134
Base
12
48
B.2.3-3 (1)
-919.5386
38.9662
Base
12
48
ExDIS Max
106728.8172
9740.408
Base
12
48
ExDIS Min
-106728.8172
-9740.408
Base
12
48
EyDIS Max
38709.5866
3516.4551
Base
12
48
EyDIS Min
-38709.5866
-3516.4551
Base
12
48
B.2.4-4 (1)
-135.3438
63.9273
Base
12
48
B.2.4-5 (2) Max
118206.3494
10859.2719
Load Case/Combo
Page 245 of 290
MY kgf-cm
MZ kgf-cm
-333704.1043 -35986.3389
-919.5386
36114.1935 60479.3282
36085.3358 36085.3358 36085.3358 38.9662
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
12
48
B.2.4-5 (2) Min
Base
12
48
B.2.4-5 (3) Max
118206.3494
Base
12
48
B.2.4-5 (3) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-5 (4) Max
118206.3494
Base
12
48
B.2.4-5 (4) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-5 (5) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (5) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (6) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (6) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (7) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (7) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (8) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (8) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-7 (2) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (2) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (3) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (3) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (4) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (4) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (5) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (5) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (6) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (6) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (7) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (7) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (8) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (8) Min
-71555.8165
-6403.5079
Base
12
48
B.2.3-4 (1)
-193.4617
51.8421
Base
12
48
B.2.3-5
-919.5386
38.9662
Base
12
48
B.2.3-6 (1) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (1) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (2) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (2) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (3) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (3) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (4) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (4) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (5) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (5) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (6) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (6) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (7) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (7) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (8) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (8) Min
-50429.3008
-4468.038
Load Case/Combo
Page 246 of 290
MY kgf-cm
MZ kgf-cm
-118477.0371 -10731.4173 10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
12
48
B.2.3-7 (1)
-193.4617
51.8421
Base
12
48
B.2.3-8 (1) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (1) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (2) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (2) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (3) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (3) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (4) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (4) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (5) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (5) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (6) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (6) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (7) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (7) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (8) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (8) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-9
-551.7231
23.3797
Base
12
48
B.2.3-10 (1) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (1) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (2) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (2) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (3) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (3) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (4) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (4) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (5) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (5) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (6) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (6) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (7) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (7) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (8) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (8) Min
-50061.4854
-4483.6245
Base
12
48
ENVOLVENTE DE SERVICIO Max
82287.4621
7595.7075
Base
12
48
ENVOLVENTE DE SERVICIO Min
-83758.7238
-7533.3615
Base
12
48
ENVOLVENTE MAYORADA Max
118206.3494
10859.2719
Base
12
48
ENVOLVENTE MAYORADA Min
-119169.2779
-10760.275
Base
12
48
B.2.3-3 (2)
-927.6045
39.2239
Base
12
48
B.2.3-4 (2)
-199.5112
52.0353
Base
12
48
B.2.3-7 (2)
-199.5112
52.0353
Base
12
48
B.2.3-8 (9) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (9) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (10) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (10) Min
-62328.9001
-5615.5206
Load Case/Combo
Page 247 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
12
48
B.2.3-8 (11) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (11) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (12) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (12) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (13) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (13) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (14) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (14) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (15) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (15) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (16) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (16) Min
-37331.8329
-3328.2179
Base
12
48
B.2.4-2 (2)
441.4847
74.3567
Base
12
48
B.2.4-3 (2)
-148.2493
64.3394
Base
12
48
B.2.4-4 (2)
-139.3768
64.0561
Base
12
48
B.2.4-5 (1) DER Max
662472.1211
60508.1859
Base
12
48
B.2.4-5 (1) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (2) DER Max
662472.1211
Base
12
48
B.2.4-5 (2) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (3) DER Max
662472.1211
Base
12
48
B.2.4-5 (3) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (4) DER Max
662472.1211
Base
12
48
B.2.4-5 (4) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (5) DER Max
395879.3919
Base
12
48
B.2.4-5 (5) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (6) DER Max
395879.3919
Base
12
48
B.2.4-5 (6) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (7) DER Max
395879.3919
Base
12
48
B.2.4-5 (7) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (8) DER Max
395879.3919
Base
12
48
B.2.4-5 (8) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-7 (1) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (1) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (2) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (2) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (3) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (3) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (4) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (4) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (5) DER Max
395187.151
36085.3358
Base
12
48
B.2.4-7 (5) DER Min
Base
12
48
B.2.4-7 (6) DER Max
Base
12
48
B.2.4-7 (6) DER Min
Base
12
48
B.2.4-7 (7) DER Max
Base
12
48
B.2.4-7 (7) DER Min
Page 248 of 290
MY kgf-cm
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935
-396842.3204 -36015.1966 395187.151
36085.3358
-396842.3204 -36015.1966 395187.151
36085.3358
-396842.3204 -36015.1966
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
12
48
B.2.4-7 (8) DER Max
Base
12
48
B.2.4-7 (8) DER Min
MY kgf-cm
MZ kgf-cm
395187.151
36085.3358
-396842.3204 -36015.1966
5.4 Modal Results Table 5.9 - Modal Periods and Frequencies Circular Period Frequency Frequency sec cyc/sec rad/sec
Eigenvalue rad²/sec²
Case
Mode
Modal
1
0.212
4.727
29.7014
Modal
2
0.201
4.971
31.2316
975.4145
Modal
3
0.17
5.878
36.9351
1364.1997
Modal
4
0.073
13.639
85.6951
7343.6503
Modal
5
0.07
14.38
90.3513
8163.3576
Modal
6
0.063
15.953
100.2376
10047.5748
Modal
7
0.056
17.741
111.468
12425.1085
Modal
8
0.056
17.843
112.1083
12568.2804
882.1714
Modal
9
0.051
19.491
122.4639
14997.405
Modal
10
0.013
79.891
501.9731
251976.9519
Modal
11
0.005
209.517
1316.4344
1732999.6091
Modal
12
0.004
251.635
1581.0697
2499781.3877
Modal
13
0.004
251.676
1581.3255
2500590.3501
Modal
14
0.004
285.12
1791.4601
3209329.1395
Modal
15
0.003
288.677
1813.8131
3289917.8333
Modal
16
0.002
488.674
3070.4316
9427550.3347
Modal
17
0.001
901.573
5664.7516
32089411
Modal
18
0.001
905.601
5690.059
32376772
Table 5.10 - Modal Participating Mass Ratios (Part 1 of 2) Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
1
0.212
0.7492
0.0328
0
0.7492
0.0328
0
Modal
2
0.201
0.0462
0.8489
0
0.7953
0.8817
0
Modal
3
0.17
0.0979
0.0172
0
0.8933
0.8989
0
Modal
4
0.073
0.0788
0.0023
0
0.9721
0.9012
0
Modal
5
0.07
0.003
0.0766
0
0.9751
0.9778
0
Modal
6
0.063
0.0007
0.0029
0
0.9759
0.9807
0
Modal
7
0.056
4.998E-06
0.0179
0
0.9759
0.9986
0
Modal
8
0.056
0.0145
0.0012
0
0.9904
0.9998
0
Modal
9
0.051
0.0096
0.0002
0
1
1
0
Modal
10
0.013
0
0
0
1
1
0
Modal
11
0.005
0
0
0
1
1
0
Modal
12
0.004
0
0
0
1
1
0
Modal
13
0.004
0
0
0
1
1
0
Modal
14
0.004
0
0
0
1
1
0
Modal
15
0.003
0
0
0
1
1
0
Page 249 of 290
Analysis Results
4/02/2019
Table 5.10 - Modal Participating Mass Ratios (Part 1 of 2, continued) Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
16
0.002
0
0
0
1
1
0
Modal
17
0.001
0
0
0
1
1
0
Modal
18
0.001
0
0
0
1
1
0
Table 5.10 - Modal Participating Mass Ratios (Part 2 of 2) Sum RX
Sum RY
0.122
0.0104
0.1435
0.122
0.0031
0.1825
0.1535
0.1251
0.7813
0.1825
0.1905
0.9064
0.003
0.205
0.8785
0.9094
0.0272
0.0028
0.9357
0.9057
0.9122
0.0006
0.0578
0.9569
0.9063
0.97
0.997
0.9064
0.97
0.0056
0.9999
0.9592
0.9757
0.0243
1
1
1
0
0
1
1
1
0
0
1
1
1
0
0
0
1
1
1
13
0
0
0
1
1
1
Modal
14
0
0
0
1
1
1
Modal
15
0
0
0
1
1
1
Modal
16
0
0
0
1
1
1
Modal
17
0
0
0
1
1
1
Modal
18
0
0
0
1
1
1
Case
Mode
RX
RY
Modal
1
0.0104
0.1435
Modal
2
0.1721
0.01
Modal
3
1.29E-06
0.037
Modal
4
0.0225
0.688
Modal
5
0.7306
Modal
6
0.0212
Modal
7
0.0401
Modal
8
0.0029
0.0528
Modal
9
0.0001
0.0408
Modal
10
0
Modal
11
0
Modal
12
Modal
RZ
2.497E-05 2.726E-05
Sum RZ
Table 5.11 - Modal Load Participation Ratios Static %
Dynamic %
Case
Item Type
Item
Modal
Acceleration
UX
100
100
Modal
Acceleration
UY
100
100
Modal
Acceleration
UZ
0
0
Table 5.12 - Modal Direction Factors Case
Mode
Period sec
UX
Modal
1
0.212
Modal
2
0.201
Modal
3
Modal
4
Modal
5
0.07
Modal
6
0.063
Modal
7
0.056
Modal
8
Modal
9
UY
UZ
RZ
0.832
0.04
0
0.128
0.052
0.946
0
0.002
0.17
0.126
0.026
0
0.848
0.073
0.899
0.033
0
0.068
0.043
0.939
0
0.018
0.394
0.032
0
0.574
0
0.895
0
0.105
0.056
0.436
0.062
0
0.502
0.051
0.245
0.041
0
0.714
Page 250 of 290
Analysis Results
4/02/2019
Table 5.12 - Modal Direction Factors (continued) Case
Mode
Period sec
UX
UY
UZ
RZ
Modal
10
0.013
0
0.001
0
0.999
Modal
11
0.005
0
0
0
1
Modal
12
0.004
0
0
0
1
Modal
13
0.004
0
0
0
1
Modal
14
0.004
0.115
0.002
0
0.883
Modal
15
0.003
0.022
0.318
0
0.66
Modal
16
0.002
0.941
0.013
0
0.046
Modal
17
0.001
0
0
0
1
Modal
18
0.001
0.986
0
0
0.014
Page 251 of 290
Design Data
4/02/2019
6 Design Data This chapter provides design data and results. 6.1 Concrete Frame Design Table 6.1 - Concrete Frame Preferences - ACI 318-08 Item
Value
Multi-Response Design
Step-by-Step
Seismic Design Category
D
# Interaction Curves
24
# Interaction Points
11
Minimum Eccentricity
Yes
Phi (Tension)
0.9
Phi (Compression Tied)
0.65
Phi (Compression Spiral)
0.7
Phi (Shear and Torsion)
0.85
Phi (Shear Seismic)
0.6
Phi (Shear Joint)
0.85
Pattern Live Load Factor
0.75
D/C Ratio Limit
0.95
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 1 of 2) Unique Design Name Type
Story
Label
Design Section
LLRF
Story3
C6
16
Story3
C7
19
Story3
C10
Story3 Story2
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
28
Column
Program Determined
1
0.88
0.88
1
1
1
C11
31
Column
Program Determined
1
0.88
0.88
1
1
1
C1
2
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C2
5
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C3
8
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C4
11
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C5
14
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C6
17
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C7
20
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C8
23
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C9
26
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C10
29
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C11
32
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C12
35
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C1
3
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C2
6
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C3
9
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C4
12
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C5
15
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C6
18
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C7
21
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C8
24
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C9
27
Column
Program Determined
1
0.88
0.88
1
1
1
Page 252 of 290
LMajor LMinor KMajor KMinor CmMajor
Design Data
4/02/2019
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 1 of 2, continued) Unique Design Name Type
Story
Label
Story1
C10
30
Story1
C11
33
Story1
C12
36
Design Section
LLRF
LMajor LMinor KMajor KMinor CmMajor
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 2 of 2) Unique CmMinor DnsMajor DnsMinor DsMajor DsMinor Name
Story
Label
Story3
C6
16
1
1
1
1
1
Story3
C7
19
1
1
1
1
1
Story3
C10
28
1
1
1
1
1
Story3
C11
31
1
1
1
1
1
Story2
C1
2
1
1
1
1
1
Story2
C2
5
1
1
1
1
1
Story2
C3
8
1
1
1
1
1
Story2
C4
11
1
1
1
1
1
Story2
C5
14
1
1
1
1
1
Story2
C6
17
1
1
1
1
1
Story2
C7
20
1
1
1
1
1
Story2
C8
23
1
1
1
1
1
Story2
C9
26
1
1
1
1
1
Story2
C10
29
1
1
1
1
1
Story2
C11
32
1
1
1
1
1
Story2
C12
35
1
1
1
1
1
Story1
C1
3
1
1
1
1
1
Story1
C2
6
1
1
1
1
1
Story1
C3
9
1
1
1
1
1
Story1
C4
12
1
1
1
1
1
Story1
C5
15
1
1
1
1
1
Story1
C6
18
1
1
1
1
1
Story1
C7
21
1
1
1
1
1
Story1
C8
24
1
1
1
1
1
Story1
C9
27
1
1
1
1
1
Story1
C10
30
1
1
1
1
1
Story1
C11
33
1
1
1
1
1
Story1
C12
36
1
1
1
1
1
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 Story
Label
Story3
B4
Unique Design Name Type 47
Beam
Design Section
LLRF
LMajor LMinor
Program Determined
1
0.885496 0.656489 0.885496 0.656489
Story3
B6
53
Beam
Program Determined
1
Story3
B13
74
Beam
Program Determined
1
0.85
0.85
Story3
B16
83
Beam
Program Determined
1
0.85
0.85
Story3
B23
104
Beam
Program Determined
1
1
1
Story2
B1
37
Beam
Program Determined
1
Page 253 of 290
0.855769 0.855769
Design Data
4/02/2019
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 (continued) Unique Design Name Type
Story
Label
Design Section
LLRF
LMajor LMinor
Story2
B2
40
Story2
B3
43
Beam
Program Determined
1
0.885496 0.885496
Beam
Program Determined
1
Story2
B4
0.855769 0.855769
46
Beam
Program Determined
1
0.885496 0.656489
Story2 Story2
B5
49
Beam
Program Determined
1
0.855769 0.711538
B6
52
Beam
Program Determined
1
0.885496 0.656489
Story2
B7
55
Beam
Program Determined
1
0.855769 0.711538
Story2
B8
58
Beam
Program Determined
1
0.885496 0.885496
Story2
B9
61
Beam
Program Determined
1
Story2
B10
64
Beam
Program Determined
1
Story2
B11
67
Beam
Program Determined
1
Story2
B12
70
Beam
Program Determined
1
0.9
0.9
Story2
B13
73
Beam
Program Determined
1
0.85
0.85
Story2
B14
76
Beam
Program Determined
1
Story2
B15
79
Beam
Program Determined
1
0.9
0.9
Story2
B16
82
Beam
Program Determined
1
0.85
0.85
Story2
B17
85
Beam
Program Determined
1
Story2
B18
88
Beam
Program Determined
1
1
1
Story2
B19
91
Beam
Program Determined
1
1
1
Story2
B20
94
Beam
Program Determined
1
0.785714 0.785714
Story2
B21
97
Beam
Program Determined
1
0.785714 0.785714
Story2
B22
100
Beam
Program Determined
1
0.785714 0.785714
Story2
B23
103
Beam
Program Determined
1
1
1
Story2
B24
106
Beam
Program Determined
1
1
0.727273
Story2
B25
109
Beam
Program Determined
1
1
0.783654
Story1
B1
39
Beam
Program Determined
1
0.855769 0.855769
Story1
B2
42
Beam
Program Determined
1
0.885496 0.885496
Story1
B3
45
Beam
Program Determined
1
0.855769 0.855769
Story1
B4
48
Beam
Program Determined
1
0.885496 0.656489
Story1
B5
51
Beam
Program Determined
1
0.855769 0.711538
Story1
B6
54
Beam
Program Determined
1
0.885496 0.656489
Story1
B7
57
Beam
Program Determined
1
0.855769 0.711538
Story1
B8
60
Beam
Program Determined
1
0.885496 0.885496
Story1
B9
63
Beam
Program Determined
1
Story1
B10
66
Beam
Program Determined
1
Story1
B11
69
Beam
Program Determined
1
Story1
B12
72
Beam
Program Determined
1
0.9
0.9
Story1
B13
75
Beam
Program Determined
1
0.85
0.85
Story1
B14
78
Beam
Program Determined
1
Story1
B15
81
Beam
Program Determined
1
0.9
0.9
Story1
B16
84
Beam
Program Determined
1
0.85
0.85
Story1
B17
87
Beam
Program Determined
1
Story1
B18
90
Beam
Program Determined
1
1
1
Story1
B19
93
Beam
Program Determined
1
1
1
Story1
B20
96
Beam
Program Determined
1
0.785714 0.785714
Story1
B21
99
Beam
Program Determined
1
0.785714 0.785714
Page 254 of 290
0.9
0.9
0.85
0.85
0.863636 0.659091
0.863636 0.659091
0.863636 0.863636
0.9
0.9
0.85
0.85
0.863636 0.659091
0.863636 0.659091
0.863636 0.863636
Design Data
4/02/2019
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 (continued) Unique Design Name Type
Story
Label
Design Section
LLRF
LMajor LMinor
Story1
B22
102
Story1
B23
105
Beam
Program Determined
1
0.785714 0.785714
Beam
Program Determined
1
Story1
B24
1
1
108
Beam
Program Determined
1
1
0.727273
Story1
B25
111
Beam
Program Determined
1
1
0.783654
Table 6.4 - Concrete Column PMM Envelope
Location
P kgf
M Major kgf-cm
M Minor kgf-cm
PMM Combo
PMM Ratio or Rebar %
Label
Story
Section
C6
Story3
COL30X30
Top
350.822
47809.782
18278.91
B.2.4-5 (4)
0.097
C6
Story3
COL30X30
Bottom
921.062
-62826.8889
-23713.8251
B.2.4-5 (4)
0.121
C7
Story3
COL30X30
Top
327.1418
30485.8012
-37971.9274
B.2.4-5 (8)
0.097 0.125
C7
Story3
COL30X30
Bottom
980.4543
-65086.5988
24892.8084
B.2.4-5 (4)
C10
Story3
COL30X30
Top
373.9734
-41482.0911
26240.8235
B.2.4-5 (4)
0.096
C10
Story3
COL30X30
Bottom
858.2293
45548.0668
-37247.804
B.2.4-5 (8)
0.114
C11
Story3
COL30X30
Top
271.0234
-38049.1504
-24902.035
B.2.4-5 (4)
0.089
C11
Story3
COL30X30
Bottom
844.8652
38498.0671
38684.4693
B.2.4-5 (8)
0.105
C1
Story2
COL30X30
Top
2319.1246
151044.2774
-46898.5984
B.2.4-5 (4)
0.279
C1
Story2
COL30X30
Bottom
2889.3646
-137209.7691
-57171.3217
B.2.4-5 (4)
0.265
C2
Story2
COL30X30
Top
2797.7619
124562.8919
62706.5373
B.2.4-5 (4)
0.254
C2
Story2
COL30X30
Bottom
3368.0019
-96127.2218
68863.3349
B.2.4-5 (4)
0.215
C3
Story2
COL30X30
Top
1969.7407
102723.7475
71302.2732
B.2.4-5 (4)
0.238
C3
Story2
COL30X30
Bottom
2968.2652
-56005.4417
-120269.6538 B.2.4-5 (8)
0.237
C4
Story2
COL30X30
Top
-379.6783
45152.1234
-73457.8606
B.2.4-5 (8)
0.176
C4
Story2
COL30X30
Bottom
239.642
-68704.0145
44523.8953
B.2.4-5 (4)
0.162
C5
Story2
COL30X30
Top
8816.4685
171095.861
-49192.7999
B.2.4-5 (4)
0.279
C5
Story2
COL30X30
Bottom
4175.6608
-181147.0784
-34314.4372
B.2.4-7 (4)
0.305
C6
Story2
COL30X30
Top
8525.3489
98489.6786
42576.8517
B.2.4-5 (4)
0.174
C6
Story2
COL30X30
Bottom
9095.5889
-121718.9024
58696.5354
B.2.4-5 (4)
0.222
C7
Story2
COL30X30
Top
7444.6726
46145.5022
98749.6311
B.2.4-5 (8)
0.178
C7
Story2
COL30X30
Bottom
8014.9126
-55202.4579
-126794.8881 B.2.4-5 (8)
0.227
C8
Story2
COL30X30
Top
2789.6791
72672.8582
-84359.2868
B.2.4-5 (8)
0.207
C8
Story2
COL30X30
Bottom
3705.8572
-107616.599
52951.9144
B.2.4-5 (4)
0.209
C9
Story2
COL30X30
Top
3537.6049
-173151.0285
-56154.9595
B.2.4-5 (4)
0.314
C9
Story2
COL30X30
Bottom
4107.8449
142975.9148
-61604.2605
B.2.4-5 (4)
0.272
C10
Story2
COL30X30
Top
3520.4742
-72507.5592
102886.6023
B.2.4-5 (8)
0.229
C10
Story2
COL30X30
Bottom
4090.7142
53248.5053
131117.9052
B.2.4-5 (8)
0.243
C11
Story2
COL30X30
Top
3318.5444
-62749.2019
115245.1419
B.2.4-5 (8)
0.235
C11
Story2
COL30X30
Bottom
3888.7844
45569.3866
-148508.7016 B.2.4-5 (8)
0.261
C12
Story2
COL30X30
Top
1441.265
-75522.961
-78678.1073
B.2.4-5 (8)
0.212
C12
Story2
COL30X30
Bottom
2011.505
50670.128
82768.2671
B.2.4-5 (8)
0.179
C1
Story1
COL30X30
Top
906.8915
115020.0323
56489.3178
B.2.4-7 (4)
0.244
C1
Story1
COL30X30
Bottom
1334.5715
-232300.1232
-105850.089
B.2.4-7 (4)
0.489
C2
Story1
COL30X30
Top
2335.7583
69702.9073
-70270.468
B.2.4-7 (4)
0.186
Page 255 of 290
Design Data
4/02/2019
Table 6.4 - Concrete Column PMM Envelope (continued)
M Major kgf-cm
M Minor kgf-cm
PMM Combo
PMM Ratio or Rebar % 0.368
Label
Story
Section
Location
P kgf
C2
Story1
COL30X30
Bottom
2763.4383
156318.1383
111947.3347
B.2.4-7 (4)
C3
Story1
COL30X30
Top
1284.7579
64511.5486
-66251.7685
B.2.4-7 (4)
0.18
C3
Story1
COL30X30
Bottom
1712.4379
-134004.6381 -111158.2595 B.2.4-7 (4)
0.342
C4
Story1
COL30X30
Top
-1227.0218
37217.7168
-71785.3788
B.2.4-7 (8)
C4
Story1
COL30X30
Bottom
-799.3418
-74884.5393
150162.3486
B.2.4-7 (8)
0.352
C5
Story1
COL30X30
Top
14177.7706
158598.0403
51656.1506
B.2.4-5 (4)
0.265
C5
Story1
COL30X30
Bottom
7505.8197
-257304.8495
-70087.6079
B.2.4-7 (4)
0.439
C6
Story1
COL30X30
Top
14565.5583
109279.6428
-65271.4956
B.2.4-5 (4)
0.21
C6
Story1
COL30X30
Bottom
8461.8693
-178041.1803
75220.693
B.2.4-7 (4)
0.32
C7
Story1
COL30X30
Top
12483.1348
44179.6488
104839.9696
B.2.4-5 (8)
0.183
C7
Story1
COL30X30
Bottom
7592.6776
71150.6484
-163281.2345 B.2.4-7 (8)
0.296
C8
Story1
COL30X30
Top
4516.7074
-51346.3532
-86271.3339
0.172
C8
Story1
COL30X30
Bottom
2294.1136
83119.9151
146952.1139
B.2.4-7 (8)
0.318
C9
Story1
COL30X30
Top
2656.1905
-107748.4182
61332.4191
B.2.4-7 (4)
0.227
B.2.4-5 (8)
0.186
C9
Story1
COL30X30
Bottom
3083.8705
228299.2622
-115715.4215 B.2.4-7 (4)
0.48
C10
Story1
COL30X30
Top
9578.4872
-30114.89
-128892.4457 B.2.4-5 (8)
0.204
C10
Story1
COL30X30
Bottom
3494.3485
154497.7984
125360.2801
B.2.4-7 (4)
0.38
C11
Story1
COL30X30
Top
3409.1007
-26526.7398
120018.6721
B.2.4-7 (8)
0.199
C11
Story1
COL30X30
Bottom
3836.7807
61387.9311
-194916.888
B.2.4-7 (8)
0.352
C12
Story1
COL30X30
Top
710.7762
-29549.2107
-84660.0121
B.2.4-7 (8)
0.17
C12
Story1
COL30X30
Bottom
1138.4562
71555.8165
171191.2462
B.2.4-7 (8)
0.354
Table 6.5 - Concrete Column Shear Envelope
COL30X30
Top
716.3498
B.2.4-7 (8)
251.1
416.0995
B.2.4-7 (8)
251.1
COL30X30
Bottom
716.3498
B.2.4-7 (8)
251.1
416.0995
B.2.4-7 (8)
251.1
COL30X30
Top
703.5826
B.2.4-7 (8)
251.1
459.0701
B.2.4-7 (8)
251.1
COL30X30
Bottom
703.5826
B.2.4-7 (8)
251.1
459.0701
B.2.4-7 (8)
251.1
COL30X30
Top
617.7352
B.2.4-7 (8)
251.1
512.9777
B.2.4-7 (8)
251.1
COL30X30
Bottom
617.7352
B.2.4-7 (8)
251.1
512.9777
B.2.4-7 (8)
251.1
COL30X30
Top
566.0769
B.2.4-7 (8)
251.1
493.7102
B.2.4-7 (8)
251.1
COL30X30
Bottom
566.0769
B.2.4-7 (8)
251.1
493.7102
B.2.4-7 (8)
251.1
1612.4136 B.2.4-7 (8)
251.1
1750.4573 B.2.4-7 (8)
251.1
1612.4136 B.2.4-7 (8)
251.1
1750.4573 B.2.4-7 (8)
251.1
1549.3328 B.2.4-7 (8)
251.1
1555.4729 B.2.4-7 (8)
251.1
1549.3328 B.2.4-7 (8)
251.1
1555.4729 B.2.4-7 (8)
251.1
Top
1158.0007 B.2.4-7 (8)
251.1
1654.6163 B.2.4-7 (8)
251.1
COL30X30
Bottom
1158.0007 B.2.4-7 (8)
251.1
1654.6163 B.2.4-7 (8)
251.1
COL30X30
Top
897.0608
B.2.4-7 (8)
251.1
1009.0952 B.2.4-7 (8)
251.1
Story2
COL30X30
Bottom
897.0608
B.2.4-7 (8)
251.1
1009.0952 B.2.4-7 (8)
251.1
Story2
COL30X30
Top
3453.132
B.2.4-7 (8)
471.47
2453.3685 B.2.4-7 (8)
334.97
Section
C6
Story3
C6
Story3
C7
Story3
C7
Story3
C10
Story3
C10
Story3
C11
Story3
C11
Story3
C1
Story2
COL30X30
Top
C1
Story2
COL30X30
Bottom
C2
Story2
COL30X30
Top
C2
Story2
COL30X30
Bottom
C3
Story2
COL30X30
C3
Story2
C4
Story2
C4 C5
Page 256 of 290
V Minor kgf
Minor Combo
At Minor mm²/m
V Major kgf
Story
Major Combo
At Major mm²/m
Location
Label
Design Data
4/02/2019
Table 6.5 - Concrete Column Shear Envelope (continued) Label
Story
Section
Location
V Major kgf
Major Combo
At Major mm²/m
C5
Story2
COL30X30
Bottom
3453.132
B.2.4-7 (8)
471.47
2453.3685 B.2.4-7 (8)
C6
Story2
COL30X30
Top
1706.0416 B.2.4-7 (8)
251.1
867.5418
B.2.4-7 (8)
251.1
C6
Story2
COL30X30
Bottom
1706.0416 B.2.4-7 (8)
251.1
867.5418
B.2.4-7 (8)
251.1
C7
Story2
COL30X30
Top
1321.5713 B.2.4-7 (8)
251.1
975.6006
B.2.4-7 (8)
251.1
C7
Story2
COL30X30
Bottom
1321.5713 B.2.4-7 (8)
251.1
975.6006
B.2.4-7 (8)
251.1
C8
Story2
COL30X30
Top
1983.1129 B.2.4-7 (8)
270.76
1020.5908 B.2.4-7 (8)
251.1
C8
Story2
COL30X30
Bottom
1983.1129 B.2.4-7 (8)
270.76
1020.5908 B.2.4-7 (8)
251.1
C9
Story2
COL30X30
Top
1954.2993 B.2.4-7 (8)
266.83
2000.5459 B.2.4-7 (8)
273.14
C9
Story2
COL30X30
Bottom
1954.2993 B.2.4-7 (8)
266.83
2000.5459 B.2.4-7 (8)
273.14
C10
Story2
COL30X30
Top
960.9149
B.2.4-7 (8)
251.1
1030.3443 B.2.4-7 (8)
251.1
C10
Story2
COL30X30
Bottom
960.9149
B.2.4-7 (8)
251.1
1030.3443 B.2.4-7 (8)
251.1
C11
Story2
COL30X30
Top
817.4921
B.2.4-7 (8)
251.1
1128.7007 B.2.4-7 (8)
251.1
C11
Story2
COL30X30
Bottom
817.4921
B.2.4-7 (8)
251.1
1128.7007 B.2.4-7 (8)
251.1
C12
Story2
COL30X30
Top
1278.2043 B.2.4-7 (8)
251.1
1206.7733 B.2.4-7 (8)
251.1
C12
Story2
COL30X30
Bottom
1278.2043 B.2.4-7 (8)
251.1
1206.7733 B.2.4-7 (8)
251.1
C1
Story1
COL30X30
Top
1598.7813 B.2.4-5 (4)
272.86
1413.8301 B.2.4-7 (8)
251.1
C1
Story1
COL30X30
Bottom
1598.7813 B.2.4-5 (4)
272.86
1413.8301 B.2.4-7 (8)
251.1
C2
Story1
COL30X30
Top
1165.3681 B.2.4-7 (8)
251.1
1637.4008 B.2.4-7 (8)
251.1
C2
Story1
COL30X30
Bottom
1165.3681 B.2.4-7 (8)
251.1
1637.4008 B.2.4-7 (8)
251.1
C3
Story1
COL30X30
Top
937.4252
B.2.4-7 (8)
251.1
1533.7759 B.2.4-7 (8)
251.1
C3
Story1
COL30X30
Bottom
937.4252
B.2.4-7 (8)
251.1
1533.7759 B.2.4-7 (8)
251.1
C4
Story1
COL30X30
Top
873.7983
B.2.4-7 (8)
251.1
1008.4733 B.2.4-7 (8)
251.1
C4
Story1
COL30X30
Bottom
873.7983
B.2.4-7 (8)
251.1
1008.4733 B.2.4-7 (8)
251.1
C5
Story1
COL30X30
Top
1884.4205 B.2.4-7 (4)
321.61
1822.4506 B.2.4-7 (8)
251.1
C5
Story1
COL30X30
Bottom
1884.4205 B.2.4-7 (4)
321.61
1822.4506 B.2.4-7 (8)
251.1
C6
Story1
COL30X30
Top
1661.1417 B.2.4-7 (8)
251.1
1957.9369 B.2.4-7 (8)
267.32
C6
Story1
COL30X30
Bottom
1661.1417 B.2.4-7 (8)
251.1
1957.9369 B.2.4-7 (8)
267.32
C7
Story1
COL30X30
Top
1337.5926 B.2.4-7 (8)
251.1
1443.0519 B.2.4-7 (8)
251.1
C7
Story1
COL30X30
Bottom
1337.5926 B.2.4-7 (8)
251.1
1443.0519 B.2.4-7 (8)
251.1
C8
Story1
COL30X30
Top
1307.9268 B.2.4-7 (8)
251.1
1025.0263 B.2.4-7 (8)
251.1
C8
Story1
COL30X30
Bottom
1307.9268 B.2.4-7 (8)
251.1
1025.0263 B.2.4-7 (8)
251.1
C9
Story1
COL30X30
Top
1551.7664 B.2.4-5 (4)
264.83
1634.3254 B.2.4-7 (8)
251.1
C9
Story1
COL30X30
Bottom
1551.7664 B.2.4-5 (4)
264.83
1634.3254 B.2.4-7 (8)
251.1
C10
Story1
COL30X30
Top
1123.3973 B.2.4-7 (8)
251.1
1866.9972 B.2.4-7 (8)
254.91
C10
Story1
COL30X30
Bottom
1123.3973 B.2.4-7 (8)
251.1
1866.9972 B.2.4-7 (8)
254.91
C11
Story1
COL30X30
Top
948.1739
B.2.4-7 (8)
251.1
1479.4838 B.2.4-5 (8)
252.5
C11
Story1
COL30X30
Bottom
948.1739
B.2.4-7 (8)
251.1
1479.4838 B.2.4-5 (8)
252.5
C12
Story1
COL30X30
Top
857.6642
B.2.4-7 (8)
251.1
1183.2544 B.2.4-7 (8)
251.1
C12
Story1
COL30X30
Bottom
857.6642
B.2.4-7 (8)
251.1
1183.2544 B.2.4-7 (8)
251.1
Page 257 of 290
V Minor kgf
Minor Combo
At Minor mm²/m 334.97
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope Label
Story
B4 B4
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
29161.1492
B.2.4-7 (4)
38
29483.8948
B.2.4-5 (4)
37
55
26499.5911
B.2.4-7 (4)
33
B.2.4-5 (4)
63
27340.4162
B.2.4-7 (4)
35
B.2.4-5 (4)
14
27880.0243
B.2.4-5 (4)
34
-40258.4972
B.2.4-5 (4)
50
24889.2205
B.2.4-7 (4)
31
-28583.8911
B.2.4-7 (8)
37
27152.3942
B.2.4-7 (8)
35
Location
Section
Story3
End-I
VIGA30X30
-50068.2392
B.2.4-5 (4)
64
Story3
Middle
VIGA30X30
-12517.0598
B.2.4-5 (4)
14
B4
Story3
End-J
VIGA30X30
-43906.4792
B.2.4-5 (4)
B6
Story3
End-I
VIGA30X30
-49318.3509
B6
Story3
Middle
VIGA30X30
-12329.5877
B6
Story3
End-J
VIGA30X30
B13
Story3
End-I
VIGA30X30
B13
Story3
Middle
VIGA30X30
-10744.1209
B.2.4-7 (8)
13
19544.2158
B.2.4-5 (8)
24
B13
Story3
End-J
VIGA30X30
-31897.2823
B.2.4-5 (8)
41
26845.5899
B.2.4-7 (8)
35
B16
Story3
End-I
VIGA30X30
-35364.9519
B.2.4-5 (8)
46
29752.2667
B.2.4-7 (8)
39
B16
Story3
Middle
VIGA30X30
-11527.8084
B.2.4-7 (8)
15
23391.468
B.2.4-5 (8)
30
B16
Story3
End-J
VIGA30X30
-34058.3252
B.2.4-5 (8)
44
31057.9592
B.2.4-7 (8)
40
B23
Story3
End-I
VIGA15X30
-11015.4131
B.2.4-5 (8)
14
5507.7066
B.2.4-5 (8)
7
B23
Story3
Middle
VIGA15X30
-2904.8061
B.2.4-5 (8)
4
8885.0891
B.2.4-3 (2)
12
B23
Story3
End-J
VIGA15X30
0
B.2.4-5 (8)
15
5809.6121
B.2.4-5 (8)
8
B1
Story2
End-I
VIGA30X30 -109715.1173 B.2.4-5 (4)
145
86643.0516
B.2.4-7 (4)
114
B1
Story2
Middle
VIGA30X30
B.2.4-5 (4)
48
77076.1741
B.2.4-2 (1)
102
B1
Story2
End-J
VIGA30X30 -146503.7623 B.2.4-5 (4)
194
73251.8811
B.2.4-5 (4)
96
B2
Story2
End-I
VIGA30X30 -162161.2823 B.2.4-5 (4)
216
81080.6412
B.2.4-5 (4)
107
B2
Story2
Middle
VIGA30X30
53
131125.8221 B.2.4-2 (1)
174
B2
Story2
End-J
VIGA30X30 -133215.1944 B.2.4-5 (4)
177
108704.8509 B.2.4-5 (4)
144
B3
Story2
End-I
VIGA30X30 -105388.5677 B.2.4-5 (4)
139
63277.9805
B3
Story2
Middle
VIGA30X30
B.2.4-5 (4)
B3
Story2
End-J
B4
Story2
B4
Story2
B.2.4-5 (4)
53
B4
Story2
End-J
VIGA30X30 -130979.6128 B.2.4-5 (4)
174
77906.39
B.2.4-5 (4)
103
B5
Story2
End-I
VIGA30X30
104
51395.7959
B.2.4-7 (4)
68
B5
Story2
Middle
VIGA30X30
-24501.1594
B.2.4-5 (4)
32
64228.4601
B.2.4-5 (4)
84
B5
Story2
End-J
VIGA30X30
-98004.6374
B.2.4-5 (4)
129
49002.3187
B.2.4-5 (4)
64
B6
Story2
End-I
VIGA30X30 -130835.7787 B.2.4-5 (4)
B6
Story2
Middle
VIGA30X30
B6
Story2
B7
Story2
B7
-36625.9406
-40540.3206
B.2.4-5 (4)
B.2.4-7 (4)
83
46
107679.7724 B.2.4-2 (1)
142
VIGA30X30 -139584.8556 B.2.4-5 (4)
185
69792.4278
B.2.4-5 (4)
92
End-I
VIGA30X30 -162830.2248 B.2.4-5 (4)
217
81415.1124
B.2.4-5 (4)
107
Middle
VIGA30X30
115118.6465 B.2.4-2 (1)
152
-34896.2139
-40707.5562 -78612.3214
B.2.4-5 (4)
173
65417.8893
B.2.4-5 (4)
86
B.2.4-5 (4)
43
92614.9828
B.2.4-2 (1)
122
End-J
VIGA30X30 -111263.8763 B.2.4-5 (4)
147
65211.5122
B.2.4-5 (4)
86
End-I
VIGA30X30
-60818.2718
B.2.4-7 (4)
80
57852.8845
B.2.4-5 (4)
76
Story2
Middle
VIGA30X30
-27774.2689
B.2.4-5 (4)
36
32363.2565
B.2.4-7 (4)
42
B7
Story2
End-J
VIGA30X30
-77781.7067
B.2.4-5 (4)
102
38890.8533
B.2.4-5 (4)
51
B8
Story2
End-I
VIGA30X30
-95743.7527
B.2.4-5 (4)
126
47871.8764
B.2.4-5 (4)
63
B8
Story2
Middle
VIGA30X30
-23935.9382
B.2.4-5 (4)
31
83406.1663
B.2.4-2 (1)
110
B8
Story2
End-J
VIGA30X30
-86825.3901
B.2.4-5 (4)
115
71909.2771
B.2.4-5 (4)
95
B9
Story2
End-I
VIGA30X30
-98508.7343
B.2.4-5 (8)
130
49254.3672
B.2.4-5 (8)
65
B9
Story2
Middle
VIGA30X30
-28454.0554
B.2.4-5 (8)
37
24627.1836
B.2.4-5 (8)
32
B9
Story2
End-J
VIGA30X30
-53330.4423
B.2.4-7 (8)
70
48690.6268
B.2.4-5 (8)
64
B10
Story2
End-I
VIGA30X30
-56705.8811
B.2.4-7 (8)
75
50189.6892
B.2.4-5 (8)
66
B10
Story2
Middle
VIGA30X30
-25857.4111
B.2.4-7 (8)
34
29862.2722
B.2.4-5 (8)
39
B10
Story2
End-J
VIGA30X30
-59214.5917
B.2.4-5 (8)
78
45623.7118
B.2.4-7 (8)
60
-32708.9447
Page 258 of 290
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) (+) Combo
As Bot mm²
43543.9291
B.2.4-7 (8)
57
45883.8919
B.2.4-5 (8)
60
90
65385.6321
B.2.4-5 (8)
86
VIGA30X30 -118573.6455 B.2.4-5 (8)
157
59286.8227
B.2.4-5 (8)
78
VIGA30X30
-39998.9989
B.2.4-5 (8)
52
29643.4114
B.2.4-5 (8)
39
End-J
VIGA30X30
-53524.4968
B.2.4-7 (8)
70
54270.3836
B.2.4-5 (8)
71
Story2
End-I
VIGA30X30
-56999.4294
B.2.4-7 (8)
75
52088.1991
B.2.4-5 (8)
68
Story2
Middle
VIGA30X30
-21523.4197
B.2.4-7 (8)
28
41277.575
B.2.4-5 (8)
54
B13
Story2
End-J
VIGA30X30
-67551.5705
B.2.4-5 (8)
89
42874.5728
B.2.4-7 (8)
56
B14
Story2
End-I
VIGA30X30
-75321.2193
B.2.4-5 (8)
99
43091.4062
B.2.4-7 (8)
57
B14
Story2
Middle
VIGA30X30
-25631.2039
B.2.4-7 (8)
34
43816.0843
B.2.4-5 (8)
58
B14
Story2
End-J
VIGA30X30
-69236.1114
B.2.4-5 (8)
91
54253.1311
B.2.4-7 (8)
71
B15
Story2
End-I
VIGA30X30 -111855.0487 B.2.4-5 (8)
148
55927.5243
B.2.4-5 (8)
74
B15
Story2
Middle
VIGA30X30
-33594.2423
B.2.4-5 (8)
44
27963.7622
B.2.4-5 (8)
37
B15
Story2
End-J
VIGA30X30
-65759.8871
B.2.4-7 (8)
87
60053.2229
B.2.4-5 (8)
79
B16
Story2
End-I
VIGA30X30
-72610.6223
B.2.4-5 (8)
96
63566.645
B.2.4-7 (8)
84
B16
Story2
Middle
VIGA30X30
-32406.8955
B.2.4-7 (8)
42
37744.5112
B.2.4-5 (8)
50
B16
Story2
End-J
VIGA30X30
-66914.7722
B.2.4-7 (8)
88
65165.5016
B.2.4-5 (8)
86
B17
Story2
End-I
VIGA30X30
-80670.8491
B.2.4-5 (8)
106
62536.8152
B.2.4-7 (8)
82
B17
Story2
Middle
VIGA30X30
-31840.2467
B.2.4-5 (8)
42
33039.2042
B.2.4-7 (8)
43
B17
Story2
End-J
VIGA30X30
-81943.5347
B.2.4-7 (8)
108
79735.3669
B.2.4-5 (8)
105
B18
Story2
End-I
VIGA15X30
-30812.3946
B.2.4-5 (4)
41
25158.1932
B.2.4-5 (4)
33
B18
Story2
Middle
VIGA15X30
-8142.2862
B.2.4-5 (4)
11
24888.0656
B.2.4-5 (4)
33
B18
Story2
End-J
VIGA15X30
-32569.1447
B.2.4-5 (4)
43
16284.5723
B.2.4-5 (4)
21
B19
Story2
End-I
VIGA15X30
-38422.7594
B.2.4-5 (4)
51
19211.3797
B.2.4-5 (4)
25
B19
Story2
Middle
VIGA15X30
-9605.6899
B.2.4-5 (4)
13
39935.2611
B.2.4-5 (4)
53
B19
Story2
End-J
VIGA15X30
-32744.1887
B.2.4-5 (4)
43
33520.415
B.2.4-5 (4)
44
B20
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B20
Story2
Middle
VIGA30X30
-19402.1311
B.2.4-5 (4)
25
10191.1155
B.2.4-5 (4)
13
B20
Story2
End-J
VIGA30X30
-40764.4621
B.2.4-5 (4)
53
20382.2311
B.2.4-5 (4)
27
B21
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B21
Story2
Middle
VIGA30X30
-47242.4013
B.2.4-2 (2)
62
24111.2506
B.2.4-2 (2)
32
B21
Story2
End-J
VIGA30X30
-96445.0025
B.2.4-2 (2)
127
48222.5013
B.2.4-2 (2)
63
B22
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B22
Story2
Middle
VIGA30X30
-23155.551
B.2.4-5 (4)
30
12067.8255
B.2.4-5 (4)
16
B22
Story2
End-J
VIGA30X30
-48271.3019
B.2.4-5 (4)
63
24135.651
B.2.4-5 (4)
32
B23
Story2
End-I
VIGA15X30
-25125.5532
B.2.4-5 (8)
33
12562.7766
B.2.4-5 (8)
16
B23
Story2
Middle
VIGA15X30
-7360.9622
B.2.4-5 (8)
10
22116.4293
B.2.4-2 (1)
29
B23
Story2
End-J
VIGA15X30
-29443.8489
B.2.4-5 (8)
39
14721.9244
B.2.4-5 (8)
19
B24
Story2
End-I
VIGA15X30
-21403.349
B.2.4-5 (8)
28
13914.3096
B.2.4-5 (8)
18
B24
Story2
Middle
VIGA15X30
-8601.6662
B.2.4-5 (8)
11
17084.5159
B.2.4-5 (8)
22
B24
Story2
End-J
VIGA15X30
-34406.6648
B.2.4-5 (8)
45
17203.3324
B.2.4-5 (8)
23
B25
Story2
End-I
VIGA15X30
-27538.1712
B.2.4-5 (4)
36
19781.0764
B.2.4-5 (4)
26
B25
Story2
Middle
VIGA15X30
-7297.8662
B.2.4-5 (4)
10
20237.3378
B.2.4-2 (1)
27
Label
Story
B11 B11
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
Location
Section
Story2
End-I
VIGA30X30
-66531.9846
B.2.4-5 (8)
88
Story2
Middle
VIGA30X30
-30075.3489
B.2.4-7 (8)
39
B11
Story2
End-J
VIGA30X30
-68452.3017
B.2.4-7 (8)
B12
Story2
End-I
B12
Story2
Middle
B12
Story2
B13 B13
Page 259 of 290
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) Section
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
Label
Story
Location
B25
Story2
End-J
VIGA15X30
B.2.4-5 (4)
38
15877.7162
B.2.4-5 (4)
21
B1
Story1
End-I
VIGA30X30 -200810.4937 B.2.4-5 (4)
268
170064.7172 B.2.4-7 (4)
226
B1
Story1
Middle
VIGA30X30
79
75482.9217
99
B1
Story1
End-J
VIGA30X30 -153091.0491 B.2.4-5 (4)
203
142633.1234 B.2.4-7 (4)
189
B2
Story1
End-I
VIGA30X30 -149890.4551 B.2.4-5 (4)
199
123448.7352 B.2.4-7 (4)
163
B2
Story1
Middle
VIGA30X30
B.2.4-5 (4)
64
65448.9553
B.2.4-5 (4)
86
B2
Story1
End-J
VIGA30X30 -193527.0292 B.2.4-5 (4)
258
149932.7133 B.2.4-7 (4)
199
B3
Story1
End-I
VIGA30X30
-159191.936
B.2.4-5 (4)
212
129497.2992 B.2.4-7 (4)
172
B3
Story1
Middle
VIGA30X30
-48082.6418
B.2.4-7 (4)
63
55320.7218
B.2.4-5 (4)
73
B3
Story1
End-J
VIGA30X30 -114966.1435 B.2.4-7 (4)
152
116550.3012 B.2.4-5 (4)
154
B4
Story1
End-I
VIGA30X30 -109570.0882 B.2.4-7 (4)
145
95660.3318
B.2.4-5 (4)
126
B4
Story1
Middle
VIGA30X30
50
67023.7754
B.2.4-5 (4)
88
B4
Story1
End-J
VIGA30X30 -153389.9959 B.2.4-5 (4)
204
110835.1965 B.2.4-7 (4)
147
B5
Story1
End-I
VIGA30X30 -127746.3954 B.2.4-5 (4)
169
99091.1638
131
B5
Story1
Middle
VIGA30X30
-55546.2322
B.2.4-5 (4)
73
56005.1154
B.2.4-7 (4)
74
B5
Story1
End-J
VIGA30X30
-97031.0049
B.2.4-7 (4)
128
86462.2251
B.2.4-5 (4)
114
B6
Story1
End-I
VIGA30X30
-95314.7037
B.2.4-5 (4)
126
75053.3813
B.2.4-7 (4)
99
B6
Story1
Middle
VIGA30X30
-32306.422
B.2.4-5 (4)
42
52677.0802
B.2.4-5 (4)
69
B6
Story1
End-J
VIGA30X30 -129225.6881 B.2.4-5 (4)
171
92467.9462
B.2.4-7 (4)
122
B7
Story1
End-I
VIGA30X30 -118996.7969 B.2.4-5 (4)
157
101823.9784 B.2.4-7 (4)
135
B7
Story1
Middle
VIGA30X30
-50671.9528
B.2.4-7 (4)
67
56632.7083
B.2.4-5 (4)
74
B7
Story1
End-J
VIGA30X30
-91604.4045
B.2.4-7 (4)
121
87650.4105
B.2.4-5 (4)
116
B8
Story1
End-I
VIGA30X30
-90065.4158
B.2.4-5 (4)
119
75136.9995
B.2.4-7 (4)
99
B8
Story1
Middle
VIGA30X30
-29195.0092
B.2.4-5 (4)
38
32489.6911
B.2.4-7 (4)
43
B8
Story1
End-J
VIGA30X30 -116780.0367 B.2.4-5 (4)
155
92199.157
B.2.4-7 (4)
122
B9
Story1
End-I
VIGA30X30 -167565.5714 B.2.4-5 (8)
223
83782.7857
B.2.4-5 (8)
110
B9
Story1
Middle
VIGA30X30
-41891.3929
B.2.4-5 (8)
55
82300.1989
B.2.4-5 (8)
108
B9
Story1
End-J
VIGA30X30
-145716.275
B.2.4-5 (8)
193
72858.1375
B.2.4-5 (8)
96
B10
Story1
End-I
VIGA30X30 -145526.9929 B.2.4-5 (8)
193
77325.2276
B.2.4-7 (8)
102
B10
Story1
Middle
VIGA30X30
B.2.4-5 (8)
74
59847.2174
B.2.4-5 (8)
79
B10
Story1
End-J
VIGA30X30 -110405.0912 B.2.4-5 (8)
146
89848.6658
B.2.4-7 (8)
119
B11
Story1
End-I
VIGA30X30 -118827.8414 B.2.4-5 (8)
157
91105.2987
B.2.4-7 (8)
120
B11
Story1
Middle
VIGA30X30
83
73788.3881
B.2.4-5 (8)
97
B11
Story1
End-J
VIGA30X30 -128949.5547 B.2.4-5 (8)
171
122810.0233 B.2.4-7 (8)
163
B12
Story1
End-I
VIGA30X30 -217911.5419 B.2.4-5 (8)
271
108955.771
B.2.4-5 (8)
144
B12
Story1
Middle
VIGA30X30
B.2.4-5 (8)
72
129075.1444 B.2.4-2 (1)
171
B12
Story1
End-J
VIGA30X30 -191958.2001 B.2.4-5 (8)
256
95979.1001
B.2.4-5 (8)
127
B13
Story1
End-I
VIGA30X30 -151021.8108 B.2.4-5 (8)
201
75510.9054
B.2.4-5 (8)
99
B13
Story1
Middle
VIGA30X30
B.2.4-5 (8)
76
47374.5918
B.2.4-5 (8)
62
B13
Story1
End-J
VIGA30X30 -105271.1986 B.2.4-5 (8)
139
67750.0824
B.2.4-7 (8)
89
B14
Story1
End-I
VIGA30X30 -128603.6489 B.2.4-5 (8)
170
66902.9944
B.2.4-7 (8)
88
B14
Story1
Middle
VIGA30X30
B.2.4-7 (8)
57
87941.7218
B.2.4-5 (8)
116
B14
Story1
End-J
VIGA30X30 -135224.4149 B.2.4-5 (8)
179
94296.2298
B.2.4-7 (8)
124
B15
Story1
End-I
VIGA30X30 -194912.0629 B.2.4-5 (8)
260
97456.0314
B.2.4-5 (8)
129
-29191.4649 -59819.5789
-48381.7573
-38347.499
-56079.1535
-63111.6615
-54477.8855
-58024.8941
-43382.2472
B.2.4-7 (4)
B.2.4-5 (4)
B.2.4-7 (8)
Page 260 of 290
B.2.4-5 (4)
B.2.4-7 (4)
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) Section
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
Label
Story
Location
B15
Story1
Middle
VIGA30X30
B.2.4-5 (8)
64
96870.2505
B.2.4-5 (8)
128
B15
Story1
End-J
VIGA30X30 -162012.5136 B.2.4-5 (8)
215
81006.2568
B.2.4-5 (8)
107
B16
Story1
End-I
VIGA30X30 -145105.6649 B.2.4-5 (8)
193
92589.7092
B.2.4-7 (8)
122
B16
Story1
Middle
VIGA30X30
B.2.4-5 (8)
101
49434.9534
B.2.4-7 (8)
65
B16
Story1
End-J
VIGA30X30 -113907.1802 B.2.4-5 (8)
151
103077.3119 B.2.4-7 (8)
136
B17
Story1
End-I
VIGA30X30 -148374.1711 B.2.4-5 (8)
197
99028.3135
B.2.4-7 (8)
131
B17
Story1
Middle
VIGA30X30
B.2.4-5 (8)
53
71908.2902
B.2.4-5 (8)
95
B17
Story1
End-J
VIGA30X30 -161666.1558 B.2.4-5 (8)
215
134118.8356 B.2.4-7 (8)
178
B18
Story1
End-I
VIGA15X30
-57204.6845
B.2.4-5 (4)
76
38964.6181
B.2.4-7 (4)
51
B18
Story1
Middle
VIGA15X30
-14301.1711
B.2.4-5 (4)
19
29034.5487
B.2.4-5 (4)
38
B18
Story1
End-J
VIGA15X30
-46927.3617
B.2.4-5 (4)
62
23463.6809
B.2.4-5 (4)
31
B19
Story1
End-I
VIGA15X30
-55478.4261
B.2.4-5 (4)
73
27739.213
B.2.4-5 (4)
36
B19
Story1
Middle
VIGA15X30
-16711.5897
B.2.4-5 (4)
22
39689.9914
B.2.4-5 (4)
52
B19
Story1
End-J
VIGA15X30
-66846.3587
B.2.4-5 (4)
89
37478.3468
B.2.4-5 (4)
49
B20
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B20
Story1
Middle
VIGA30X30
-24440.3832
B.2.4-5 (4)
32
12710.2416
B.2.4-5 (4)
17
B20
Story1
End-J
VIGA30X30
-50840.9663
B.2.4-5 (4)
67
25420.4832
B.2.4-5 (4)
33
B21
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B21
Story1
Middle
VIGA30X30
-45291.815
B.2.4-2 (2)
59
23135.9575
B.2.4-2 (2)
30
B21
Story1
End-J
VIGA30X30
-92543.83
B.2.4-2 (2)
122
46271.915
B.2.4-2 (2)
61
B22
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B22
Story1
Middle
VIGA30X30
-27622.285
B.2.4-5 (4)
36
14301.1925
B.2.4-5 (4)
19
B22
Story1
End-J
VIGA30X30
-57204.77
B.2.4-5 (4)
75
28602.385
B.2.4-5 (4)
37
B23
Story1
End-I
VIGA15X30
-45656.5399
B.2.4-5 (8)
60
22828.27
B.2.4-5 (8)
30
B23
Story1
Middle
VIGA15X30
-14252.6245
B.2.4-5 (8)
19
14421.1544
B.2.4-5 (8)
19
B23
Story1
End-J
VIGA15X30
-35016.9902
B.2.4-5 (8)
46
17508.4951
B.2.4-5 (8)
23
B24
Story1
End-I
VIGA15X30
-42611.1817
B.2.4-5 (8)
56
23552.7995
B.2.4-5 (8)
31
B24
Story1
Middle
VIGA15X30
-11992.6605
B.2.4-5 (8)
16
25688.7829
B.2.4-5 (8)
34
B24
Story1
End-J
VIGA15X30
-47970.6421
B.2.4-5 (8)
63
36097.2701
B.2.4-7 (8)
48
B25
Story1
End-I
VIGA15X30
-44468.9573
B.2.4-5 (4)
59
29416.272
B.2.4-7 (4)
39
B25
Story1
Middle
VIGA15X30
-11117.2393
B.2.4-5 (4)
15
12559.5514
B.2.4-5 (4)
16
B25
Story1
End-J
VIGA15X30
-23461.604
B.2.4-7 (4)
31
25915.5782
B.2.4-5 (4)
34
-48728.0157
-76371.0877
-40416.539
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2) At T Combo Torsion At mm²/m
T for As kgf-cm
3395.4051
B.2.4-4 (2)
0
3395.4051
793.1072
B.2.4-4 (2)
0
793.1072
251.1
793.1072
B.2.4-4 (2)
0
793.1072
251.1
3408.2927
B.2.4-4 (2)
0
3408.2927
B.2.4-7 (8)
251.1
1140.8868
B.2.4-4 (2)
0
1140.8868
B.2.4-7 (8)
251.1
1140.8868
B.2.4-4 (2)
0
1140.8868
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
Location
Section
V kgf
Story3
End-I
VIGA30X30
859.5782
Story3
Middle
VIGA30X30
677.9107
B4
Story3
End-J
VIGA30X30
845.0947
B.2.4-7 (8)
B6
Story3
End-I
VIGA30X30
844.9129
B.2.4-7 (8)
B6
Story3
Middle
VIGA30X30
655.2689
B6
Story3
End-J
VIGA30X30
822.4529
B13
Story3
End-I
VIGA30X30
786.9741
B13
Story3
Middle
VIGA30X30
716.8302
Label
Story
B4 B4
At mm²/m
T for At kgf-cm
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
V Combo
Page 261 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) Label
Story
Location
Section
V kgf
V Combo
At mm²/m
T for At kgf-cm
At T Combo Torsion At mm²/m
T for As kgf-cm
B13
Story3
End-J
VIGA30X30
799.4502
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
B16
Story3
End-I
VIGA30X30
911.7778
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B16
Story3
Middle
VIGA30X30
804.7001
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B16
Story3
End-J
VIGA30X30
903.0562
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B23
Story3
End-I
VIGA15X30
292.4819
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story3
Middle
VIGA15X30
226.5639
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story3
End-J
VIGA15X30
293.6769
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B1
Story2
End-I
VIGA30X30
3277.426
B.2.4-7 (8)
385.35
6724.1583
B.2.4-4 (2)
0
6724.1583
B1
Story2
Middle
VIGA30X30 3063.9502 B.2.4-7 (8)
360.25
6724.1583
B.2.4-4 (2)
0
6724.1583
B1
Story2
End-J
VIGA30X30 3575.4009 B.2.4-7 (8)
420.39
6724.1583
B.2.4-4 (2)
0
6724.1583
B2
Story2
End-I
VIGA30X30 3241.8838 B.2.4-7 (8)
381.17
4130.4367
B.2.4-4 (2)
0
4130.4367
B2
Story2
Middle
VIGA30X30
B.2.4-7 (8)
255.77
4130.4367
B.2.4-4 (2)
0
4130.4367
B2
Story2
End-J
VIGA30X30 3056.6148 B.2.4-7 (8)
359.39
4130.4367
B.2.4-4 (2)
0
4130.4367
B3
Story2
End-I
VIGA30X30 3317.2532 B.2.4-7 (8)
390.04
2082.3332
B.2.4-4 (2)
0
2082.3332
B3
Story2
Middle
VIGA30X30 2850.2944 B.2.4-7 (8)
335.13
2082.3332
B.2.4-4 (2)
0
2082.3332
B3
Story2
End-J
VIGA30X30 3511.0493 B.2.4-7 (8)
412.82
2082.3332
B.2.4-4 (2)
0
2082.3332
B4
Story2
End-I
VIGA30X30 3216.4077 B.2.4-7 (8)
378.18
5838.1815
B.2.4-4 (2)
0
5838.1815
B4
Story2
Middle
VIGA30X30 2635.2084 B.2.4-7 (8)
309.84
4035.6697
B.2.4-4 (2)
0
4035.6697
B4
Story2
End-J
VIGA30X30 2919.1105 B.2.4-7 (8)
343.22
4035.6697
B.2.4-4 (2)
0
4035.6697
B5
Story2
End-I
VIGA30X30 2288.3174 B.2.4-7 (8)
269.06
271.4282
B.2.4-4 (2)
0
271.4282
B5
Story2
Middle
VIGA30X30 1655.7163 B.2.4-7 (8)
251.1
271.4282
B.2.4-4 (2)
0
271.4282
B5
Story2
End-J
VIGA30X30 2487.1675 B.2.4-7 (8)
292.44
5118.9114
B.2.4-4 (2)
0
5118.9114
B6
Story2
End-I
VIGA30X30 2641.2976 B.2.4-7 (8)
310.56
10839.9165 B.2.4-4 (2)
0
10839.9165
B6
Story2
Middle
VIGA30X30 2183.9808 B.2.4-7 (8)
256.79
4278.6067
B.2.4-4 (2)
0
4278.6067
B6
Story2
End-J
VIGA30X30 2382.3634 B.2.4-7 (8)
280.11
4278.6067
B.2.4-4 (2)
0
4278.6067
B7
Story2
End-I
VIGA30X30
1534.812
B.2.4-7 (8)
251.1
3761.1177
B.2.4-4 (2)
0
3761.1177
B7
Story2
Middle
VIGA30X30
1465.062
B.2.4-7 (8)
251.1
3761.1177
B.2.4-4 (2)
B7
Story2
End-J
VIGA30X30 2166.8247 B.2.4-5 (8)
254.77
25578.1586 B.2.4-5 (8)
B8
Story2
End-I
VIGA30X30 1681.2124 B.2.4-7 (8)
251.1
2752.5233
B8
Story2
Middle
VIGA30X30 1238.6289 B.2.4-7 (8)
251.1
2752.5233
B8
Story2
End-J
VIGA30X30 1945.9456 B.2.4-7 (8)
251.1
B9
Story2
End-I
VIGA30X30 1246.6442 B.2.4-7 (8)
251.1
B9
Story2
Middle
VIGA30X30 1022.9766 B.2.4-7 (8)
B9
Story2
End-J
VIGA30X30 1197.9366 B.2.4-7 (8)
B10
Story2
End-I
VIGA30X30 1340.1443 B.2.4-7 (8)
251.1
B10
Story2
Middle
VIGA30X30 1281.7982 B.2.4-7 (8)
251.1
B10
Story2
End-J
VIGA30X30 1364.4182 B.2.4-7 (8)
251.1
B11
Story2
End-I
VIGA30X30
251.1
B11
Story2
Middle
VIGA30X30 1392.9496 B.2.4-7 (8)
251.1
B11
Story2
End-J
VIGA30X30 1486.9096 B.2.4-7 (8)
251.1
B12
Story2
End-I
VIGA30X30 1469.2711 B.2.4-7 (8)
251.1
B12
Story2
Middle
VIGA30X30 1206.8311 B.2.4-7 (8)
251.1
B12
Story2
End-J
VIGA30X30 1322.1126 B.2.4-7 (8)
251.1
B13
Story2
End-I
VIGA30X30 1591.9636 B.2.4-7 (8)
251.1
2175.308
1354.221
B.2.4-7 (8)
0
3761.1177
107.18
25578.1586
B.2.4-4 (2)
0
2752.5233
B.2.4-4 (2)
0
2752.5233
2752.5233
B.2.4-4 (2)
0
2752.5233
2055.495
B.2.4-4 (2)
0
2055.495
251.1
2055.495
B.2.4-4 (2)
0
2055.495
251.1
2055.495
B.2.4-4 (2)
0
2055.495
4869.7611
B.2.4-4 (2)
0
4869.7611
4869.7611
B.2.4-4 (2)
0
4869.7611
4869.7611
B.2.4-4 (2)
0
4869.7611
9231.2427
B.2.4-4 (2)
0
9231.2427
9231.2427
B.2.4-4 (2)
0
9231.2427
9231.2427
B.2.4-4 (2)
0
9231.2427
3603.754
B.2.4-4 (2)
0
3603.754
3603.754
B.2.4-4 (2)
0
3603.754
3603.754
B.2.4-4 (2)
0
3603.754
1217.0143
B.2.4-4 (2)
0
1217.0143
Page 262 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) At T Combo Torsion At mm²/m
T for As kgf-cm
1217.0143
B.2.4-4 (2)
0
1217.0143
251.1
1217.0143
B.2.4-4 (2)
0
1217.0143
253.16
9232.328
B.2.4-4 (2)
0
9232.328
251.1
9232.328
B.2.4-4 (2)
0
9232.328
251.1
9232.328
B.2.4-4 (2)
0
9232.328
4488.1493
B.2.4-4 (2)
0
4488.1493
4488.1493
B.2.4-4 (2)
0
4488.1493
4488.1493
B.2.4-4 (2)
0
4488.1493
2096.1425
B.2.4-4 (2)
0
2096.1425
2096.1425
B.2.4-4 (2)
0
2096.1425
2096.1425
B.2.4-4 (2)
0
2096.1425
1851.2753
B.2.4-4 (2)
0
1851.2753
251.1
1851.2753
B.2.4-4 (2)
0
1851.2753
VIGA30X30 1713.5079 B.2.4-7 (8)
251.1
1851.2753
B.2.4-4 (2)
0
1851.2753
VIGA15X30
602.5235
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
547.4244
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30
778.6056
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-I
VIGA15X30
680.2253
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
504.5521
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30
747.2182
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-I
VIGA30X30 1627.2553 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B20
Story2
Middle
VIGA30X30 1680.7153 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B20
Story2
End-J
VIGA30X30 1734.1753 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B21
Story2
End-I
VIGA30X30 4631.1608 B.2.4-5 (8)
544.52
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B21
Story2
Middle
VIGA30X30 4702.4408 B.2.4-5 (8)
552.9
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B21
Story2
End-J
VIGA30X30 4773.7208 B.2.4-5 (8)
561.28
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B22
Story2
End-I
VIGA30X30 2274.9358 B.2.4-5 (8)
267.48
29539.3733 B.2.4-5 (4)
137.21
29539.3733
B22
Story2
Middle
VIGA30X30 2346.2158 B.2.4-5 (8)
275.86
29539.3733 B.2.4-5 (4)
137.21
29539.3733
B22
Story2
End-J
VIGA30X30 2417.4958 B.2.4-5 (8)
284.24
29539.3733 B.2.4-5 (4)
B23
Story2
End-I
VIGA15X30
B23
Story2
Middle
B23
Story2
End-J
B24
Story2
End-I
B24
Story2
B24 B25
Label
Story
Location
Section
V kgf
V Combo
At mm²/m
T for At kgf-cm
B13
Story2
Middle
VIGA30X30
1497.793
B.2.4-7 (8)
251.1
B13
Story2
End-J
VIGA30X30 1662.6787 B.2.4-7 (8)
B14
Story2
End-I
VIGA30X30 2153.1545 B.2.4-5 (8)
B14
Story2
Middle
VIGA30X30 1438.4255 B.2.4-7 (8)
B14
Story2
End-J
VIGA30X30 1588.5197 B.2.4-7 (8)
B15
Story2
End-I
VIGA30X30 1421.8165 B.2.4-7 (8)
251.1
B15
Story2
Middle
VIGA30X30 1182.6829 B.2.4-7 (8)
251.1
B15
Story2
End-J
VIGA30X30 1357.6429 B.2.4-7 (8)
251.1
B16
Story2
End-I
VIGA30X30 1674.4983 B.2.4-7 (8)
251.1
B16
Story2
Middle
VIGA30X30 1560.0414 B.2.4-7 (8)
251.1
B16
Story2
End-J
VIGA30X30 1642.6614 B.2.4-7 (8)
251.1
B17
Story2
End-I
VIGA30X30 1764.5215 B.2.4-7 (8)
251.1
B17
Story2
Middle
VIGA30X30 1579.8415 B.2.4-7 (8)
B17
Story2
End-J
B18
Story2
End-I
B18
Story2
B18
Story2
B19
Story2
B19
Story2
B19
Story2
B20
137.21
29539.3733
666.997
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
544.321
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
689.7042
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
517.7627
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
466.9312
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-J
VIGA15X30
637.6031
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-I
VIGA15X30
543.1555
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story2
Middle
VIGA15X30
447.8444
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story2
End-J
VIGA15X30
683.2098
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B1
Story1
End-I
VIGA30X30 4206.9961 B.2.4-5 (8)
494.65
3053.5105
B.2.4-4 (2)
0
3053.5105
B1
Story1
Middle
VIGA30X30 3746.8988 B.2.4-5 (8)
440.55
3053.5105
B.2.4-4 (2)
0
3053.5105
B1
Story1
End-J
VIGA30X30 4047.3105 B.2.4-5 (8)
475.87
3053.5105
B.2.4-4 (2)
0
3053.5105
B2
Story1
End-I
VIGA30X30 3230.6419 B.2.4-5 (8)
379.85
1788.3015
B.2.4-4 (2)
0
1788.3015
B2
Story1
Middle
VIGA30X30 2707.1688 B.2.4-5 (8)
318.3
1788.3015
B.2.4-4 (2)
0
1788.3015
B2
Story1
End-J
VIGA30X30 3333.6454 B.2.4-5 (8)
391.96
1788.3015
B.2.4-4 (2)
0
1788.3015
Page 263 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) T for As kgf-cm
3775.8259
B.2.4-4 (2)
0
3775.8259
348.24
3775.8259
B.2.4-4 (2)
0
3775.8259
347.92
3775.8259
B.2.4-4 (2)
0
3775.8259
26710.0963 B.2.4-5 (8)
136.34
26710.0963
26710.0963 B.2.4-5 (8)
136.34
26710.0963
B.2.4-4 (2)
0
5032.4317
B.2.4-4 (2)
0
5276.3775
T for At kgf-cm
375.36
VIGA30X30 2961.7608 B.2.4-5 (8) VIGA30X30 2959.0532 B.2.4-7 (8) VIGA30X30 2551.9122 B.2.4-5 (8)
300.05
Middle
VIGA30X30 2396.3922 B.2.4-5 (8)
281.76
Story1
End-J
VIGA30X30 2484.8983 B.2.4-5 (8)
292.17
5032.4317
Story1
End-I
VIGA30X30 2635.5675 B.2.4-5 (8)
309.88
5276.3775
B5
Story1
Middle
VIGA30X30 2507.6955 B.2.4-5 (8)
294.85
5276.3775
B.2.4-4 (2)
0
5276.3775
B5
Story1
End-J
VIGA30X30 2963.8195 B.2.4-5 (8)
348.48
26763.6896 B.2.4-5 (8)
125.56
26763.6896
B6
Story1
End-I
VIGA30X30 2171.5604 B.2.4-5 (8)
255.33
7107.1476
B.2.4-4 (2)
0
7107.1476
B6
Story1
Middle
VIGA30X30 1763.2673 B.2.4-7 (8)
251.1
4554.9348
B.2.4-4 (2)
0
4554.9348
B6
Story1
End-J
VIGA30X30 1930.4513 B.2.4-7 (8)
251.1
4554.9348
B.2.4-4 (2)
0
4554.9348
B7
Story1
End-I
VIGA30X30 2481.0163 B.2.4-5 (8)
291.71
5389.3173
B.2.4-4 (2)
0
5389.3173
B7
Story1
Middle
VIGA30X30 2353.1443 B.2.4-5 (8)
276.68
5389.3173
B.2.4-4 (2)
B7
Story1
End-J
VIGA30X30
B.2.4-5 (8)
307.45
33769.2088 B.2.4-5 (8)
B8
Story1
End-I
VIGA30X30 1644.8308 B.2.4-7 (8)
251.1
403.886
B8
Story1
Middle
VIGA30X30 1576.9738 B.2.4-7 (8)
251.1
403.886
B8
Story1
End-J
VIGA30X30
B.2.4-7 (8)
251.1
B9
Story1
End-I
VIGA30X30 3214.4775 B.2.4-5 (8)
377.95
B9
Story1
Middle
VIGA30X30 2168.5286 B.2.4-5 (8)
254.97
B9
Story1
End-J
VIGA30X30 3187.6661 B.2.4-5 (8)
374.8
B10
Story1
End-I
VIGA30X30
B.2.4-5 (8)
435.79
B10
Story1
Middle
VIGA30X30 3212.4617 B.2.4-5 (8)
377.71
B10
Story1
End-J
VIGA30X30 3350.6562 B.2.4-5 (8)
393.96
1548.6109
B11
Story1
End-I
VIGA30X30 3087.2751 B.2.4-5 (8)
363
B11
Story1
Middle
VIGA30X30 2468.6374 B.2.4-5 (8)
290.26
2064.7814
B11
Story1
End-J
VIGA30X30 2593.9174 B.2.4-5 (8)
304.99
B12
Story1
End-I
VIGA30X30 3943.3875 B.2.4-7 (8)
463.66
B12
Story1
Middle
VIGA30X30 2676.7131 B.2.4-7 (8)
B12
Story1
End-J
VIGA30X30 3935.0141 B.2.4-7 (8)
B13
Story1
End-I
VIGA30X30 3856.1189 B.2.4-5 (8)
453.39
B13
Story1
Middle
VIGA30X30 3223.8235 B.2.4-5 (8)
379.05
B13
Story1
End-J
VIGA30X30 3395.5693 B.2.4-5 (8)
399.24
B14
Story1
End-I
VIGA30X30 3829.2039 B.2.4-5 (8)
B14
Story1
Middle
B14
Story1
End-J
B15
Story1
End-I
B15
Story1
B15 B16
Story
Location
B3
Story1
End-I
B3
Story1
Middle
B3
Story1
End-J
B4
Story1
End-I
B4
Story1
B4 B5
Section
V kgf
At T Combo Torsion At mm²/m
At mm²/m
Label
V Combo
VIGA30X30 3192.4488 B.2.4-5 (8)
0
5389.3173
142.31
33769.2088
B.2.4-4 (2)
0
403.886
B.2.4-4 (2)
0
403.886
403.886
B.2.4-4 (2)
0
403.886
1502.9165
B.2.4-4 (2)
0
1502.9165
1502.9165
B.2.4-4 (2)
0
1502.9165
1502.9165
B.2.4-4 (2)
0
1502.9165
1548.6109
B.2.4-4 (2)
0
1548.6109
1548.6109
B.2.4-4 (2)
0
1548.6109
B.2.4-4 (2)
0
1548.6109
143.8
31277.3571
B.2.4-4 (2)
0
2064.7814
2064.7814
B.2.4-4 (2)
0
2064.7814
541.3384
B.2.4-4 (2)
0
541.3384
314.72
541.3384
B.2.4-4 (2)
0
541.3384
462.67
541.3384
B.2.4-4 (2)
0
541.3384
1364.1848
B.2.4-4 (2)
0
1364.1848
1364.1848
B.2.4-4 (2)
0
1364.1848
1364.1848
B.2.4-4 (2)
0
1364.1848
450.23
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 2857.5139 B.2.4-5 (8)
335.98
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 3626.9527 B.2.4-5 (8)
426.45
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 3063.6208 B.2.4-7 (8)
360.21
966.4965
B.2.4-4 (2)
0
966.4965
Middle
VIGA30X30 2280.0881 B.2.4-7 (8)
268.09
966.4965
B.2.4-4 (2)
0
966.4965
Story1
End-J
VIGA30X30 3026.6369 B.2.4-7 (8)
355.87
966.4965
B.2.4-4 (2)
0
966.4965
Story1
End-I
VIGA30X30 3054.1463 B.2.4-5 (8)
359.1
276.0948
B.2.4-4 (2)
0
276.0948
B16
Story1
Middle
VIGA30X30 2943.9863 B.2.4-5 (8)
346.15
276.0948
B.2.4-4 (2)
0
276.0948
B16
Story1
End-J
VIGA30X30
B.2.4-7 (8)
323.79
276.0948
B.2.4-4 (2)
0
276.0948
B17
Story1
End-I
VIGA30X30 4128.0179 B.2.4-5 (8)
485.36
1272.6362
B.2.4-4 (2)
0
1272.6362
B17
Story1
Middle
VIGA30X30
407.36
1272.6362
B.2.4-4 (2)
0
1272.6362
2614.833
1757.377
3706.382
2753.854 3464.638
B.2.4-5 (8)
Page 264 of 290
31277.3571 B.2.4-5 (4)
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) At T Combo Torsion At mm²/m
T for As kgf-cm
1272.6362
B.2.4-4 (2)
0
1272.6362
150.41
0
B.2.4-4 (2)
0
0
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30 1375.1652 B.2.4-5 (8)
161.69
0
B.2.4-4 (2)
0
0
VIGA15X30
921.917
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
768.3476
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30 1011.0137 B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story1
End-I
VIGA30X30 2224.8987 B.2.4-5 (8)
261.6
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B20
Story1
Middle
VIGA30X30 2296.1787 B.2.4-5 (8)
269.98
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B20
Story1
End-J
VIGA30X30 2367.4587 B.2.4-5 (8)
278.36
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B21
Story1
End-I
VIGA30X30 4451.0768 B.2.4-5 (8)
523.35
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B21
Story1
Middle
VIGA30X30 4522.3568 B.2.4-5 (8)
531.73
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B21
Story1
End-J
VIGA30X30 4593.6368 B.2.4-5 (8)
540.11
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B22
Story1
End-I
VIGA30X30 2606.5177 B.2.4-5 (8)
306.47
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B22
Story1
Middle
VIGA30X30 2677.7977 B.2.4-5 (8)
314.85
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B22
Story1
End-J
VIGA30X30 2749.0777 B.2.4-5 (8)
323.23
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B23
Story1
End-I
VIGA15X30 1079.4728 B.2.4-5 (8)
126.92
0
B.2.4-4 (2)
0
0
B23
Story1
Middle
VIGA15X30
702.3534
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story1
End-J
VIGA15X30
847.7366
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B24
Story1
End-I
VIGA15X30 1108.9434 B.2.4-7 (8)
130.39
0
B.2.4-4 (2)
0
0
B24
Story1
Middle
VIGA15X30
125.55
0
B.2.4-4 (2)
0
0
B24
Story1
End-J
VIGA15X30
901.1347
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
End-I
VIGA15X30
720.1988
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
Middle
VIGA15X30
640.9808
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
End-J
VIGA15X30
717.9609
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
At mm²/m
T for At kgf-cm
VIGA30X30 3974.9537 B.2.4-5 (8)
467.37
End-I
VIGA15X30 1279.2465 B.2.4-5 (8)
Middle
VIGA15X30
B.2.4-7 (8)
End-J
Story1
End-I
B19
Story1
B19
Story1
B20
Label
Story
Location
B17
Story1
End-J
B18
Story1
B18
Story1
B18
Story1
B19
Section
V kgf
V Combo
846.5583
730.4628
B.2.4-7 (8)
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2) Location
As T Combo Torsion As mm²
Label
Story
B4
Story3
End-I
B.2.4-4 (2)
0
B4
Story3
Middle
B.2.4-4 (2)
0
B4
Story3
End-J
B.2.4-4 (2)
0
B6
Story3
End-I
B.2.4-4 (2)
0
B6
Story3
Middle
B.2.4-4 (2)
0
B6
Story3
End-J
B.2.4-4 (2)
0
B13
Story3
End-I
B.2.4-4 (2)
0
B13
Story3
Middle
B.2.4-4 (2)
0
B13
Story3
End-J
B.2.4-4 (2)
0
B16
Story3
End-I
B.2.4-4 (2)
0
B16
Story3
Middle
B.2.4-4 (2)
0
B16
Story3
End-J
B.2.4-4 (2)
0
B23
Story3
End-I
B.2.4-4 (2)
0
B23
Story3
Middle
B.2.4-4 (2)
0
B23
Story3
End-J
B.2.4-4 (2)
0
Page 265 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) Label
Story
Location
B1
Story2
End-I
B1
Story2
B1
Story2
B2
As T Combo Torsion As mm² B.2.4-4 (2)
0
Middle
B.2.4-4 (2)
0
End-J
B.2.4-4 (2)
0
Story2
End-I
B.2.4-4 (2)
0
B2
Story2
Middle
B.2.4-4 (2)
0
B2
Story2
End-J
B.2.4-4 (2)
0
B3
Story2
End-I
B.2.4-4 (2)
0
B3
Story2
Middle
B.2.4-4 (2)
0
B3
Story2
End-J
B.2.4-4 (2)
0
B4
Story2
End-I
B.2.4-4 (2)
0
B4
Story2
Middle
B.2.4-4 (2)
0
B4
Story2
End-J
B.2.4-4 (2)
0
B5
Story2
End-I
B.2.4-4 (2)
0
B5
Story2
Middle
B.2.4-4 (2)
0
B5
Story2
End-J
B.2.4-4 (2)
0
B6
Story2
End-I
B.2.4-4 (2)
0
B6
Story2
Middle
B.2.4-4 (2)
0
B6
Story2
End-J
B.2.4-4 (2)
0
B7
Story2
End-I
B.2.4-4 (2)
0
B7
Story2
Middle
B.2.4-4 (2)
0
B7
Story2
End-J
B.2.4-5 (8)
369
B8
Story2
End-I
B.2.4-4 (2)
0
B8
Story2
Middle
B.2.4-4 (2)
0
B8
Story2
End-J
B.2.4-4 (2)
0
B9
Story2
End-I
B.2.4-4 (2)
0
B9
Story2
Middle
B.2.4-4 (2)
0
B9
Story2
End-J
B.2.4-4 (2)
0
B10
Story2
End-I
B.2.4-4 (2)
0
B10
Story2
Middle
B.2.4-4 (2)
0
B10
Story2
End-J
B.2.4-4 (2)
0
B11
Story2
End-I
B.2.4-4 (2)
0
B11
Story2
Middle
B.2.4-4 (2)
0
B11
Story2
End-J
B.2.4-4 (2)
0
B12
Story2
End-I
B.2.4-4 (2)
0
B12
Story2
Middle
B.2.4-4 (2)
0
B12
Story2
End-J
B.2.4-4 (2)
0
B13
Story2
End-I
B.2.4-4 (2)
0
B13
Story2
Middle
B.2.4-4 (2)
0
B13
Story2
End-J
B.2.4-4 (2)
0
B14
Story2
End-I
B.2.4-4 (2)
0
B14
Story2
Middle
B.2.4-4 (2)
0
B14
Story2
End-J
B.2.4-4 (2)
0
B15
Story2
End-I
B.2.4-4 (2)
0
B15
Story2
Middle
B.2.4-4 (2)
0
Page 266 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) Label
Story
Location
B15
Story2
End-J
B16
Story2
B16
Story2
B16
Story2
B17
As T Combo Torsion As mm² B.2.4-4 (2)
0
End-I
B.2.4-4 (2)
0
Middle
B.2.4-4 (2)
0
End-J
B.2.4-4 (2)
0
Story2
End-I
B.2.4-4 (2)
0
B17
Story2
Middle
B.2.4-4 (2)
0
B17
Story2
End-J
B.2.4-4 (2)
0
B18
Story2
End-I
B.2.4-4 (2)
0
B18
Story2
Middle
B.2.4-4 (2)
0
B18
Story2
End-J
B.2.4-4 (2)
0
B19
Story2
End-I
B.2.4-4 (2)
0
B19
Story2
Middle
B.2.4-4 (2)
0
B19
Story2
End-J
B.2.4-4 (2)
0
B20
Story2
End-I
B.2.4-5 (4)
369
B20
Story2
Middle
B.2.4-5 (4)
369
B20
Story2
End-J
B.2.4-5 (4)
369
B21
Story2
End-I
B.2.4-5 (4)
369
B21
Story2
Middle
B.2.4-5 (4)
369
B21
Story2
End-J
B.2.4-5 (4)
369
B22
Story2
End-I
B.2.4-5 (4)
369
B22
Story2
Middle
B.2.4-5 (4)
369
B22
Story2
End-J
B.2.4-5 (4)
369
B23
Story2
End-I
B.2.4-4 (2)
0
B23
Story2
Middle
B.2.4-4 (2)
0
B23
Story2
End-J
B.2.4-4 (2)
0
B24
Story2
End-I
B.2.4-4 (2)
0
B24
Story2
Middle
B.2.4-4 (2)
0
B24
Story2
End-J
B.2.4-4 (2)
0
B25
Story2
End-I
B.2.4-4 (2)
0
B25
Story2
Middle
B.2.4-4 (2)
0
B25
Story2
End-J
B.2.4-4 (2)
0
B1
Story1
End-I
B.2.4-4 (2)
0
B1
Story1
Middle
B.2.4-4 (2)
0
B1
Story1
End-J
B.2.4-4 (2)
0
B2
Story1
End-I
B.2.4-4 (2)
0
B2
Story1
Middle
B.2.4-4 (2)
0
B2
Story1
End-J
B.2.4-4 (2)
0
B3
Story1
End-I
B.2.4-4 (2)
0
B3
Story1
Middle
B.2.4-4 (2)
0
B3
Story1
End-J
B.2.4-4 (2)
0
B4
Story1
End-I
B.2.4-5 (8)
369
B4
Story1
Middle
B.2.4-5 (8)
369
B4
Story1
End-J
B.2.4-4 (2)
0
B5
Story1
End-I
B.2.4-4 (2)
0
Page 267 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) As T Combo Torsion As mm²
Label
Story
Location
B5
Story1
Middle
B.2.4-4 (2)
0
B5
Story1
End-J
B.2.4-5 (8)
369
B6
Story1
End-I
B.2.4-4 (2)
0
B6
Story1
Middle
B.2.4-4 (2)
0
B6
Story1
End-J
B.2.4-4 (2)
0
B7
Story1
End-I
B.2.4-4 (2)
0
B7
Story1
Middle
B.2.4-4 (2)
0
B7
Story1
End-J
B.2.4-5 (8)
356
B8
Story1
End-I
B.2.4-4 (2)
0
B8
Story1
Middle
B.2.4-4 (2)
0
B8
Story1
End-J
B.2.4-4 (2)
0
B9
Story1
End-I
B.2.4-4 (2)
0
B9
Story1
Middle
B.2.4-4 (2)
0
B9
Story1
End-J
B.2.4-4 (2)
0
B10
Story1
End-I
B.2.4-4 (2)
0
B10
Story1
Middle
B.2.4-4 (2)
0
B10
Story1
End-J
B.2.4-4 (2)
0
B11
Story1
End-I
B.2.4-5 (4)
365
B11
Story1
Middle
B.2.4-4 (2)
0
B11
Story1
End-J
B.2.4-4 (2)
0
B12
Story1
End-I
B.2.4-4 (2)
0
B12
Story1
Middle
B.2.4-4 (2)
0
B12
Story1
End-J
B.2.4-4 (2)
0
B13
Story1
End-I
B.2.4-4 (2)
0
B13
Story1
Middle
B.2.4-4 (2)
0
B13
Story1
End-J
B.2.4-4 (2)
0
B14
Story1
End-I
B.2.4-4 (2)
0
B14
Story1
Middle
B.2.4-4 (2)
0
B14
Story1
End-J
B.2.4-4 (2)
0
B15
Story1
End-I
B.2.4-4 (2)
0
B15
Story1
Middle
B.2.4-4 (2)
0
B15
Story1
End-J
B.2.4-4 (2)
0
B16
Story1
End-I
B.2.4-4 (2)
0
B16
Story1
Middle
B.2.4-4 (2)
0
B16
Story1
End-J
B.2.4-4 (2)
0
B17
Story1
End-I
B.2.4-4 (2)
0
B17
Story1
Middle
B.2.4-4 (2)
0
B17
Story1
End-J
B.2.4-4 (2)
0
B18
Story1
End-I
B.2.4-4 (2)
0
B18
Story1
Middle
B.2.4-4 (2)
0
B18
Story1
End-J
B.2.4-4 (2)
0
B19
Story1
End-I
B.2.4-4 (2)
0
B19
Story1
Middle
B.2.4-4 (2)
0
B19
Story1
End-J
B.2.4-4 (2)
0
Page 268 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) As T Combo Torsion As mm²
Label
Story
Location
B20
Story1
End-I
B.2.4-5 (4)
369
B20
Story1
Middle
B.2.4-5 (4)
369
B20
Story1
End-J
B.2.4-5 (4)
369
B21
Story1
End-I
B.2.4-5 (4)
369
B21
Story1
Middle
B.2.4-5 (4)
369
B21
Story1
End-J
B.2.4-5 (4)
369
B22
Story1
End-I
B.2.4-5 (4)
369
B22
Story1
Middle
B.2.4-5 (4)
369
B22
Story1
End-J
B.2.4-5 (4)
369
B23
Story1
End-I
B.2.4-4 (2)
0
B23
Story1
Middle
B.2.4-4 (2)
0
B23
Story1
End-J
B.2.4-4 (2)
0
B24
Story1
End-I
B.2.4-4 (2)
0
B24
Story1
Middle
B.2.4-4 (2)
0
B24
Story1
End-J
B.2.4-4 (2)
0
B25
Story1
End-I
B.2.4-4 (2)
0
B25
Story1
Middle
B.2.4-4 (2)
0
B25
Story1
End-J
B.2.4-4 (2)
0
Table 6.8 - Concrete Joint Envelope Label
Story
C6
Story3
Section
B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
COL30X30 B.2.4-7 (5)
0.16
B.2.4-7 (5)
0.093
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
B.2.4-5 (1)
0.082
B.2.4-5 (1)
0.048
C7
Story3
COL30X30 B.2.4-7 (5)
0.157
B.2.4-7 (5)
0.102
B.2.4-5 (1)
0.081
B.2.4-5 (1)
0.052
C10
Story3
COL30X30 B.2.4-7 (5)
0.138
B.2.4-7 (5)
0.114
B.2.4-5 (1)
0.071
B.2.4-5 (1)
0.059
C11
Story3
COL30X30 B.2.4-7 (1)
0.126
B.2.4-7 (1)
0.11
B.2.4-5 (1)
0.065
B.2.4-5 (1)
0.056
C1
Story2
COL30X30 B.2.4-7 (1)
0.357
B.2.4-7 (1)
0.387
B.2.4-5 (1)
0.15
B.2.4-5 (1)
0.162
C2
Story2
COL30X30 B.2.4-7 (1)
0.34
B.2.4-7 (1)
0.341
B.2.4-5 (1)
0.144
B.2.4-5 (1)
0.143
C3
Story2
COL30X30 B.2.4-7 (1)
0.256
B.2.4-7 (1)
0.365
B.2.4-5 (1)
0.107
B.2.4-5 (1)
0.152
C4
Story2
COL30X30 B.2.4-7 (5)
0.202
B.2.4-7 (5)
0.228
B.2.4-5 (1)
0.103
B.2.4-5 (1)
0.116
C5
Story2
COL30X30 B.2.4-7 (5)
0.728
B.2.4-7 (5)
0.517
B.2.4-5 (1)
0.241
B.2.4-5 (1)
0.17
C6
Story2
COL30X30 B.2.4-7 (5)
0.368
B.2.4-7 (5)
0.177
B.2.4-5 (1)
0.213
B.2.4-5 (1)
0.101
C7
Story2
COL30X30 B.2.4-7 (5)
0.285
B.2.4-7 (5)
0.188
B.2.4-5 (1)
0.164
B.2.4-5 (1)
0.107
C8
Story2
COL30X30 B.2.4-7 (5)
0.435
B.2.4-7 (5)
0.224
B.2.4-5 (1)
0.183
B.2.4-5 (1)
0.094
C9
Story2
COL30X30 B.2.4-7 (1)
0.427
B.2.4-7 (1)
0.437
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.185
C10
Story2
COL30X30 B.2.4-7 (5)
0.211
B.2.4-7 (5)
0.214
B.2.4-5 (1)
0.16
B.2.4-5 (1)
0.161
C11
Story2
COL30X30 B.2.4-7 (1)
0.18
B.2.4-7 (1)
0.236
B.2.4-5 (1)
0.136
B.2.4-5 (1)
0.177
C12
Story2
COL30X30 B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.268
B.2.4-5 (1)
0.148
B.2.4-5 (1)
0.139
C1
Story1
COL30X30 B.2.4-7 (1)
0.323
B.2.4-7 (1)
0.311
B.2.4-5 (1)
0.248
B.2.4-5 (1)
0.236
C2
Story1
COL30X30 B.2.4-7 (1)
0.253
B.2.4-7 (1)
0.355
B.2.4-5 (1)
0.195
B.2.4-5 (1)
0.272
C3
Story1
COL30X30 B.2.4-7 (1)
0.206
B.2.4-7 (1)
0.336
B.2.4-5 (1)
0.156
B.2.4-5 (1)
0.254
C4
Story1
COL30X30 B.2.4-7 (5)
0.198
B.2.4-7 (5)
0.215
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.197
C5
Story1
COL30X30 B.2.4-7 (5)
0.44
B.2.4-7 (5)
0.374
B.2.4-5 (1)
0.269
B.2.4-5 (1)
0.23
C6
Story1
COL30X30 B.2.4-7 (5)
0.338
B.2.4-7 (5)
0.399
B.2.4-5 (1)
0.207
B.2.4-5 (1)
0.246
Page 269 of 290
Design Data
4/02/2019
Table 6.8 - Concrete Joint Envelope (continued) B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
0.295
B.2.4-5 (1)
0.166
B.2.4-5 (1)
0.179
B.2.4-7 (5)
0.216
B.2.4-5 (1)
0.216
B.2.4-5 (1)
0.165
B.2.4-7 (1)
0.353
B.2.4-5 (1)
0.239
B.2.4-5 (1)
0.275
0.241
B.2.4-7 (1)
0.4
B.2.4-5 (1)
0.188
B.2.4-5 (1)
0.311
COL30X30 B.2.4-7 (1)
0.204
B.2.4-7 (1)
0.398
B.2.4-5 (1)
0.158
B.2.4-5 (1)
0.307
COL30X30 B.2.4-7 (5)
0.189
B.2.4-7 (5)
0.262
B.2.4-5 (1)
0.178
B.2.4-5 (1)
0.248
Label
Story
Section
C7
Story1
COL30X30 B.2.4-7 (1)
0.273
B.2.4-7 (1)
C8
Story1
COL30X30 B.2.4-7 (5)
0.284
C9
Story1
COL30X30 B.2.4-7 (1)
0.305
C10
Story1
COL30X30 B.2.4-7 (1)
C11
Story1
C12
Story1
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2) Unique Station Name mm
Design Section
Status
PMM Ratio
PMM Combo
Check
No Message
0.121
B.2.4-5 (4)
900
1135
Check
No Message
0.017
B.2.4-5 (4)
900
1135
No Message
0.097
B.2.4-5 (4)
900
1135
Check
No Message
0.125
B.2.4-5 (4)
900
1135
Check
No Message
0.018
B.2.4-5 (4)
900
1135
Story
Label
Design/Check
Story3
C6
16
0
COL30X30
Story3
C6
16
1100
COL30X30
Story3
C6
16
2200
COL30X30
Check
Story3
C7
19
0
COL30X30
Story3
C7
19
1100
COL30X30
As,min mm²
As mm²
Story3
C7
19
2200
COL30X30
Check
No Message
0.097
B.2.4-5 (8)
900
1135
Story3
C10
28
0
COL30X30
Check
No Message
0.114
B.2.4-5 (8)
900
1135
Story3
C10
28
1100
COL30X30
Check
No Message
0.035
B.2.4-5 (4)
900
1135
Story3
C10
28
2200
COL30X30
Check
No Message
0.096
B.2.4-5 (4)
900
1135
Story3
C11
31
0
COL30X30
Check
No Message
0.105
B.2.4-5 (8)
900
1135
Story3
C11
31
1100
COL30X30
Check
No Message
0.028
B.2.4-5 (4)
900
1135
Story3
C11
31
2200
COL30X30
Check
No Message
0.089
B.2.4-5 (4)
900
1135
Story2
C1
2
0
COL30X30
Check
No Message
0.265
B.2.4-5 (4)
900
1135
Story2
C1
2
1100
COL30X30
Check
No Message
0.042
B.2.4-5 (8)
900
1135
Story2
C1
2
2200
COL30X30
Check
No Message
0.279
B.2.4-5 (4)
900
1135
Story2
C2
5
0
COL30X30
Check
No Message
0.215
B.2.4-5 (4)
900
1135
Story2
C2
5
1100
COL30X30
Check
No Message
0.04
B.2.4-5 (4)
900
1135
Story2
C2
5
2200
COL30X30
Check
No Message
0.254
B.2.4-5 (4)
900
1135
Story2
C3
8
0
COL30X30
Check
No Message
0.237
B.2.4-5 (8)
900
1135
Story2
C3
8
1100
COL30X30
Check
No Message
0.031
B.2.4-5 (4)
900
1135
Story2
C3
8
2200
COL30X30
Check
No Message
0.238
B.2.4-5 (4)
900
1135
Story2
C4
11
0
COL30X30
Check
No Message
0.162
B.2.4-5 (4)
900
1135
Story2
C4
11
1100
COL30X30
Check
No Message
0.016
B.2.4-7 (8)
900
1135
Story2
C4
11
2200
COL30X30
Check
No Message
0.176
B.2.4-5 (8)
900
1135
Story2
C5
14
0
COL30X30
Check
No Message
0.305
B.2.4-7 (4)
900
1135
Story2
C5
14
1100
COL30X30
Check
No Message
0.085
B.2.4-2 (2)
900
1135
Story2
C5
14
2200
COL30X30
Check
No Message
0.279
B.2.4-5 (4)
900
1135
Story2
C6
17
0
COL30X30
Check
No Message
0.222
B.2.4-5 (4)
900
1135
Story2
C6
17
1100
COL30X30
Check
No Message
0.082
B.2.4-2 (2)
900
1135
Story2
C6
17
2200
COL30X30
Check
No Message
0.174
B.2.4-5 (4)
900
1135
Story2
C7
20
0
COL30X30
Check
No Message
0.227
B.2.4-5 (8)
900
1135
Story2
C7
20
1100
COL30X30
Check
No Message
0.071
B.2.4-2 (2)
900
1135
Story2
C7
20
2200
COL30X30
Check
No Message
0.178
B.2.4-5 (8)
900
1135
Story2
C8
23
0
COL30X30
Check
No Message
0.209
B.2.4-5 (4)
900
1135
Page 270 of 290
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Design/Check
Status
PMM Ratio
PMM Combo
As,min mm²
As mm²
1100
COL30X30
Check
No Message
0.037
B.2.4-5 (8)
900
1135
2200
COL30X30
Check
No Message
0.207
B.2.4-5 (8)
900
1135
26
0
COL30X30
Check
No Message
0.272
B.2.4-5 (4)
900
1135
C9
26
1100
COL30X30
Check
No Message
0.05
B.2.4-5 (4)
900
1135
C9
26
2200
COL30X30
Check
No Message
0.314
B.2.4-5 (4)
900
1135
Story2
C10
29
0
COL30X30
Check
No Message
0.243
B.2.4-5 (8)
900
1135
Story2
C10
29
1100
COL30X30
Check
No Message
0.047
B.2.4-5 (8)
900
1135
Story2
C10
29
2200
COL30X30
Check
No Message
0.229
B.2.4-5 (8)
900
1135
Story2
C11
32
0
COL30X30
Check
No Message
0.261
B.2.4-5 (8)
900
1135
Story2
C11
32
1100
COL30X30
Check
No Message
0.042
B.2.4-5 (4)
900
1135
Story2
C11
32
2200
COL30X30
Check
No Message
0.235
B.2.4-5 (8)
900
1135
Story2
C12
35
0
COL30X30
Check
No Message
0.179
B.2.4-5 (8)
900
1135
Story2
C12
35
1100
COL30X30
Check
No Message
0.032
B.2.4-5 (4)
900
1135
Story2
C12
35
2200
COL30X30
Check
No Message
0.212
B.2.4-5 (8)
900
1135
Story1
C1
3
0
COL30X30
Check
No Message
0.489
B.2.4-7 (4)
900
1135
Story1
C1
3
1100
COL30X30
Check
No Message
0.122
B.2.4-7 (4)
900
1135
Story1
C1
3
2200
COL30X30
Check
No Message
0.244
B.2.4-7 (4)
900
1135
Story1
C2
6
0
COL30X30
Check
No Message
0.368
B.2.4-7 (4)
900
1135
Story1
C2
6
1100
COL30X30
Check
No Message
0.095
B.2.4-5 (4)
900
1135
Story1
C2
6
2200
COL30X30
Check
No Message
0.186
B.2.4-7 (4)
900
1135
Story1
C3
9
0
COL30X30
Check
No Message
0.342
B.2.4-7 (4)
900
1135
Story1
C3
9
1100
COL30X30
Check
No Message
0.08
B.2.4-5 (4)
900
1135
Story1
C3
9
2200
COL30X30
Check
No Message
0.18
B.2.4-7 (4)
900
1135
Story1
C4
12
0
COL30X30
Check
No Message
0.352
B.2.4-7 (8)
900
1135
Story1
C4
12
1100
COL30X30
Check
No Message
0.115
B.2.4-7 (8)
900
1135
Story1
C4
12
2200
COL30X30
Check
No Message
0.186
B.2.4-7 (8)
900
1135
Story1
C5
15
0
COL30X30
Check
No Message
0.439
B.2.4-7 (4)
900
1135
Story1
C5
15
1100
COL30X30
Check
No Message
0.142
B.2.4-5 (4)
900
1135
Story1
C5
15
2200
COL30X30
Check
No Message
0.265
B.2.4-5 (4)
900
1135
Story1
C6
18
0
COL30X30
Check
No Message
0.32
B.2.4-7 (4)
900
1135
Story1
C6
18
1100
COL30X30
Check
No Message
0.136
B.2.4-5 (8)
900
1135
Story1
C6
18
2200
COL30X30
Check
No Message
0.21
B.2.4-5 (4)
900
1135
Story1
C7
21
0
COL30X30
Check
No Message
0.296
B.2.4-7 (8)
900
1135
Story1
C7
21
1100
COL30X30
Check
No Message
0.112
B.2.4-2 (2)
900
1135
Story1
C7
21
2200
COL30X30
Check
No Message
0.183
B.2.4-5 (8)
900
1135
Story1
C8
24
0
COL30X30
Check
No Message
0.318
B.2.4-7 (8)
900
1135
Story1
C8
24
1100
COL30X30
Check
No Message
0.088
B.2.4-5 (8)
900
1135
Story1
C8
24
2200
COL30X30
Check
No Message
0.172
B.2.4-5 (8)
900
1135
Story1
C9
27
0
COL30X30
Check
No Message
0.48
B.2.4-7 (4)
900
1135
Story1
C9
27
1100
COL30X30
Check
No Message
0.123
B.2.4-5 (4)
900
1135
Story1
C9
27
2200
COL30X30
Check
No Message
0.227
B.2.4-7 (4)
900
1135
Story1
C10
30
0
COL30X30
Check
No Message
0.38
B.2.4-7 (4)
900
1135
Story1
C10
30
1100
COL30X30
Check
No Message
0.101
B.2.4-5 (4)
900
1135
Story1
C10
30
2200
COL30X30
Check
No Message
0.204
B.2.4-5 (8)
900
1135
Story1
C11
33
0
COL30X30
Check
No Message
0.352
B.2.4-7 (8)
900
1135
Story
Label
Story2
C8
23
Story2
C8
23
Story2
C9
Story2 Story2
Page 271 of 290
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Design/Check
Status
PMM Ratio
PMM Combo
As,min mm²
As mm²
1100
COL30X30
Check
No Message
0.085
B.2.4-5 (4)
900
1135
2200
COL30X30
Check
No Message
0.199
B.2.4-7 (8)
900
1135
36
0
COL30X30
Check
No Message
0.354
B.2.4-7 (8)
900
1135
C12
36
1100
COL30X30
Check
No Message
0.097
B.2.4-7 (8)
900
1135
C12
36
2200
COL30X30
Check
No Message
0.17
B.2.4-7 (8)
900
1135
Story
Label
Story1
C11
33
Story1
C11
33
Story1
C12
Story1 Story1
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2) V Major Combo
At V Major mm²/m
V Minor Combo
At V Minor mm²/m
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
19
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C7
19
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
28
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
28
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C10
28
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C5
14
0
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C5
14
1100
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C5
14
2200
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C6
17
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C6
17
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C6
17
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C8
23
0
284
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
Story2
C8
23
1100
284
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
Story
Label
Story3
C6
16
0
284
Story3
C6
16
1100
Story3
C6
16
2200
Story3
C7
19
Story3
C7
Story3 Story3 Story3
Page 272 of 290
Warnings
Errors
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2, continued) V Major Combo
At V Major mm²/m
V Minor Combo
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
284
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
284
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
29
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
29
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C11
32
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C11
32
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C11
32
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
0
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
1100
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
2200
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
0
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
1100
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
2200
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C6
18
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C6
18
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C6
18
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C7
21
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C7
21
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C7
21
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
0
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
1100
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
2200
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C10
30
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C10
30
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C10
30
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C11
33
0
284
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
Story
Label
Story2
C8
23
2200
284
Story2
C9
26
0
284
Story2
C9
26
1100
Story2
C9
26
2200
Story2
C10
29
Story2
C10
Story2 Story2
Page 273 of 290
At V Minor mm²/m
Warnings
Errors
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
V Major Combo
At V Major mm²/m
V Minor Combo
At V Minor mm²/m
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
Story
Label
Warnings
Errors
Story1
C11
33
1100
284
Story1
C11
33
2200
284
Story1
C12
36
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C12
36
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C12
36
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story3
B4
47
150
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-7 (4)
38
38
Story3
B4
47
450
VIGA30X30 No Message B.2.4-5 (4)
35
35
B.2.4-7 (4)
38
38
Story3
B4
47
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
37
37
Story3
B4
47
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
36
36
Story3
B4
47
1180
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
21
21
Story3
B4
47
1610
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
19
19
Story3
B4
47
2040
VIGA30X30 No Message B.2.4-7 (4)
22
22
B.2.4-7 (4)
28
28
Story3
B4
47
2470
VIGA30X30 No Message B.2.4-5 (4)
55
55
B.2.4-7 (4)
33
33
Story3
B6
53
150
VIGA30X30 No Message B.2.4-5 (4)
63
63
B.2.4-7 (4)
35
35
Story3
B6
53
450
VIGA30X30 No Message B.2.4-5 (4)
34
34
B.2.4-7 (4)
35
35
Story3
B6
53
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
34
34
Story3
B6
53
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
34
34
Story3
B6
53
1180
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
21
21
Story3
B6
53
1610
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
20
20
Story3
B6
53
2040
VIGA30X30 No Message B.2.4-7 (4)
20
20
B.2.4-7 (4)
27
27
Story3
B6
53
2470
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-7 (4)
31
31
Story3
B13
74
150
VIGA30X30 No Message B.2.4-7 (8)
37
37
B.2.4-7 (8)
35
35
Story3
B13
74
575
VIGA30X30 No Message B.2.4-7 (8)
12
12
B.2.4-5 (8)
24
24
Story3
B13
74
1000
VIGA30X30 No Message B.2.4-7 (8)
9
9
B.2.4-1
11
11
Story3
B13
74
1425
VIGA30X30 No Message B.2.4-7 (8)
13
13
B.2.4-5 (8)
24
24
Story3
B13
74
1850
VIGA30X30 No Message B.2.4-5 (8)
41
41
B.2.4-7 (8)
35
35
Story3
B16
83
150
VIGA30X30 No Message B.2.4-5 (8)
46
46
B.2.4-7 (8)
39
39
Story3
B16
83
575
VIGA30X30 No Message B.2.4-7 (8)
14
14
B.2.4-5 (8)
28
28
Story3
B16
83
1000
VIGA30X30 No Message B.2.4-5 (8)
11
11
B.2.4-3 (2)
15
15
Story3
B16
83
1425
VIGA30X30 No Message B.2.4-7 (8)
15
15
B.2.4-5 (8)
30
30
Story3
B16
83
1850
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-7 (8)
40
40
Story3
B23
104
0
VIGA15X30 No Message B.2.4-5 (8)
14
14
B.2.4-5 (8)
7
7
Story3
B23
104
500
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-5 (8)
10
10
Story3
B23
104
1000
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-3 (2)
12
12
Story3
B23
104
1500
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-5 (8)
10
10
Story3
B23
104
2000
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
8
8
Story2
B1
37
150
VIGA30X30 No Message B.2.4-5 (4)
145
145
B.2.4-7 (4)
114
114
Story2
B1
37
595
VIGA30X30 No Message B.2.4-5 (4)
48
48
B.2.4-5 (4)
126
126
Story2
B1
37
1040
VIGA30X30 No Message B.2.4-5 (4)
48
48
B.2.4-2 (1)
102
102
Page 274 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B1
37
1485
VIGA30X30 No Message B.2.4-5 (4)
Story2
B1
37
1930
VIGA30X30 No Message B.2.4-5 (4)
194
194
B.2.4-5 (4)
96
96
Story2
B2
40
150
VIGA30X30 No Message B.2.4-5 (4)
216
216
B.2.4-5 (4)
107
107
Story2
B2
40
614
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
83
83
Story2
B2
40
1078
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
166
166
Story2
B2
40
1542
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
174
174
Story2
B2
40
2006
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
144
144
Story2
B2
40
2470
VIGA30X30 No Message B.2.4-5 (4)
177
177
B.2.4-7 (4)
89
89
Story2
B3
43
150
VIGA30X30 No Message B.2.4-5 (4)
139
139
B.2.4-7 (4)
83
83
Story2
B3
43
595
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-5 (4)
129
129
Story2
B3
43
1040
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-2 (1)
142
142
Story2
B3
43
1485
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-5 (4)
89
89
Story2
B3
43
1930
VIGA30X30 No Message B.2.4-5 (4)
185
185
B.2.4-5 (4)
92
92
Story2
B4
46
150
VIGA30X30 No Message B.2.4-5 (4)
217
217
B.2.4-5 (4)
107
107
Story2
B4
46
450
VIGA30X30 No Message B.2.4-5 (4)
85
85
B.2.4-5 (4)
53
53
Story2
B4
46
750
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
111
111
Story2
B4
46
750
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
111
111
Story2
B4
46
1180
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
152
152
Story2
B4
46
1610
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
139
139
Story2
B4
46
2040
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
103
103
Story2
B4
46
2470
VIGA30X30 No Message B.2.4-5 (4)
174
174
B.2.4-5 (4)
86
86
Story2
B5
49
150
VIGA30X30 No Message B.2.4-5 (4)
104
104
B.2.4-7 (4)
68
68
Story2
B5
49
643.3
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-5 (4)
84
84
Story2
B5
49
1136.7
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-2 (1)
79
79
Story2
B5
49
1630
VIGA30X30 No Message B.2.4-7 (4)
38
38
B.2.4-5 (4)
56
56
Story2
B5
49
1630
VIGA30X30 No Message B.2.4-7 (4)
38
38
B.2.4-5 (4)
56
56
Story2
B5
49
1930
VIGA30X30 No Message B.2.4-5 (4)
129
129
B.2.4-5 (4)
64
64
Story2
B6
52
150
VIGA30X30 No Message B.2.4-5 (4)
173
173
B.2.4-5 (4)
86
86
Story2
B6
52
450
VIGA30X30 No Message B.2.4-5 (4)
65
65
B.2.4-7 (4)
46
46
Story2
B6
52
750
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
94
94
Story2
B6
52
750
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
94
94
Story2
B6
52
1180
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
122
122
Story2
B6
52
1610
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
109
109
Story2
B6
52
2040
VIGA30X30 No Message B.2.4-7 (4)
47
47
B.2.4-5 (4)
86
86
Story2
B6
52
2470
VIGA30X30 No Message B.2.4-5 (4)
147
147
B.2.4-5 (4)
73
73
Story2
B7
55
150
VIGA30X30 No Message B.2.4-7 (4)
80
80
B.2.4-5 (4)
76
76
Story2
B7
55
643.3
VIGA30X30 No Message B.2.4-5 (4)
36
36
B.2.4-7 (4)
42
42
Story2
B7
55
1136.7
VIGA30X30 No Message B.2.4-5 (4)
25
25
B.2.4-5 (4)
25
25
Story2
B7
55
1630
VIGA30X30 No Message B.2.4-5 (4)
51
51
B.2.4-7 (4)
33
33
Story2
B7
55
1630
VIGA30X30 No Message B.2.4-5 (4)
51
51
B.2.4-7 (4)
33
33
Story2
B7
55
1930
VIGA30X30 No Message B.2.4-5 (4)
102
102
B.2.4-5 (4)
51
51
Story2
B8
58
150
VIGA30X30 No Message B.2.4-5 (4)
126
126
B.2.4-5 (4)
63
63
Story2
B8
58
614
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-5 (4)
61
61
Story2
B8
58
1078
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-2 (1)
106
106
Page 275 of 290
48
48
B.2.4-5 (4)
60
60
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B8
58
1542
VIGA30X30 No Message B.2.4-5 (4)
Story2
B8
58
2006
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-5 (4)
95
95
Story2
B8
58
2470
VIGA30X30 No Message B.2.4-5 (4)
115
115
B.2.4-7 (4)
57
57
Story2
B9
61
150
VIGA30X30 No Message B.2.4-5 (8)
130
130
B.2.4-5 (8)
65
65
Story2
B9
61
600
VIGA30X30 No Message B.2.4-5 (8)
80
80
B.2.4-7 (8)
44
44
Story2
B9
61
1050
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
32
32
Story2
B9
61
1500
VIGA30X30 No Message B.2.4-5 (8)
32
32
B.2.4-5 (8)
32
32
Story2
B9
61
1950
VIGA30X30 No Message B.2.4-5 (8)
32
32
B.2.4-5 (8)
32
32
Story2
B9
61
2400
VIGA30X30 No Message B.2.4-7 (8)
37
37
B.2.4-5 (8)
49
49
31
31
B.2.4-2 (1)
110
110
Story2
B9
61
2850
VIGA30X30 No Message B.2.4-7 (8)
70
70
B.2.4-5 (8)
64
64
Story2
B10
64
150
VIGA30X30 No Message B.2.4-7 (8)
75
75
B.2.4-5 (8)
66
66
Story2
B10
64
575
VIGA30X30 No Message B.2.4-7 (8)
34
34
B.2.4-5 (8)
39
39
Story2
B10
64
1000
VIGA30X30 No Message B.2.4-5 (8)
19
19
B.2.4-5 (8)
19
19
Story2
B10
64
1425
VIGA30X30 No Message B.2.4-5 (8)
33
33
B.2.4-7 (8)
33
33
Story2
B10
64
1850
VIGA30X30 No Message B.2.4-5 (8)
78
78
B.2.4-7 (8)
60
60
Story2
B11
67
150
VIGA30X30 No Message B.2.4-5 (8)
88
88
B.2.4-7 (8)
57
57
Story2
B11
67
600
VIGA30X30 No Message B.2.4-7 (8)
23
23
B.2.4-5 (8)
51
51
Story2
B11
67
600
VIGA30X30 No Message B.2.4-7 (8)
23
23
B.2.4-5 (8)
51
51
Story2
B11
67
1083.3
VIGA30X30 No Message B.2.4-7 (8)
22
22
B.2.4-5 (8)
27
27
Story2
B11
67
1566.7
VIGA30X30 No Message B.2.4-7 (8)
39
39
B.2.4-5 (8)
60
60
Story2
B11
67
2050
VIGA30X30 No Message B.2.4-7 (8)
90
90
B.2.4-5 (8)
86
86
Story2
B12
70
150
VIGA30X30 No Message B.2.4-5 (8)
157
157
B.2.4-5 (8)
78
78
Story2
B12
70
600
VIGA30X30 No Message B.2.4-5 (8)
101
101
B.2.4-5 (8)
39
39
Story2
B12
70
1050
VIGA30X30 No Message B.2.4-5 (8)
52
52
B.2.4-5 (8)
39
39
Story2
B12
70
1500
VIGA30X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
39
39
Story2
B12
70
1950
VIGA30X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
39
39
Story2
B12
70
2400
VIGA30X30 No Message B.2.4-7 (8)
40
40
B.2.4-5 (8)
51
51
Story2
B12
70
2850
VIGA30X30 No Message B.2.4-7 (8)
70
70
B.2.4-5 (8)
71
71
Story2
B13
73
150
VIGA30X30 No Message B.2.4-7 (8)
75
75
B.2.4-5 (8)
68
68
Story2
B13
73
575
VIGA30X30 No Message B.2.4-7 (8)
28
28
B.2.4-5 (8)
54
54
Story2
B13
73
1000
VIGA30X30 No Message B.2.4-5 (8)
22
22
B.2.4-2 (1)
25
25
Story2
B13
73
1425
VIGA30X30 No Message B.2.4-7 (8)
28
28
B.2.4-5 (8)
41
41
Story2
B13
73
1850
VIGA30X30 No Message B.2.4-5 (8)
89
89
B.2.4-7 (8)
56
56
Story2
B14
76
150
VIGA30X30 No Message B.2.4-5 (8)
99
99
B.2.4-7 (8)
57
57
Story2
B14
76
600
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-5 (8)
54
54
Story2
B14
76
600
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-5 (8)
54
54
Story2
B14
76
1083.3
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-2 (1)
34
34
Story2
B14
76
1566.7
VIGA30X30 No Message B.2.4-7 (8)
34
34
B.2.4-5 (8)
58
58
Story2
B14
76
2050
VIGA30X30 No Message B.2.4-5 (8)
91
91
B.2.4-7 (8)
71
71
Story2
B15
79
150
VIGA30X30 No Message B.2.4-5 (8)
148
148
B.2.4-5 (8)
74
74
Story2
B15
79
600
VIGA30X30 No Message B.2.4-5 (8)
92
92
B.2.4-7 (8)
50
50
Story2
B15
79
1050
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
37
37
Story2
B15
79
1500
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
37
37
Story2
B15
79
1950
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
37
37
Page 276 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
Story
Label
Story2
B15
79
2400
Story2
B15
79
2850
Story2
B16
82
150
Story2
B16
82
575
VIGA30X30 No Message B.2.4-7 (8)
Story2
B16
82
1000
VIGA30X30 No Message B.2.4-5 (8)
Story2
B16
82
1425
Story2
B16
82
1850
Story2
B17
85
Story2
B17
Story2 Story2
VIGA30X30 No Message B.2.4-7 (8)
As,min As Top Top mm² mm²
As Bottom Combo
49
49
VIGA30X30 No Message B.2.4-7 (8)
87
87
B.2.4-5 (8)
79
79
VIGA30X30 No Message B.2.4-5 (8)
96
96
B.2.4-7 (8)
84
84
42
42
B.2.4-5 (8)
49
49
24
24
B.2.4-5 (8)
24
24
VIGA30X30 No Message B.2.4-7 (8)
38
38
B.2.4-5 (8)
50
50
VIGA30X30 No Message B.2.4-7 (8)
88
88
B.2.4-5 (8)
86
86
150
VIGA30X30 No Message B.2.4-5 (8)
106
106
B.2.4-7 (8)
82
82
85
625
VIGA30X30 No Message B.2.4-5 (8)
42
42
B.2.4-7 (8)
43
43
B17
85
1100
VIGA30X30 No Message B.2.4-7 (8)
27
27
B.2.4-7 (8)
27
27
B17
85
1575
VIGA30X30 No Message B.2.4-7 (8)
52
52
B.2.4-5 (8)
64
64
Story2
B17
85
2050
VIGA30X30 No Message B.2.4-7 (8)
108
108
B.2.4-5 (8)
105
105
Story2
B18
88
0
VIGA15X30 No Message B.2.4-5 (4)
41
41
B.2.4-7 (4)
25
25
Story2
B18
88
416
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
33
33
Story2
B18
88
832
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-5 (4)
33
33
Story2
B18
88
1248
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-2 (1)
26
26
Story2
B18
88
1664
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-5 (4)
11
11
Story2
B18
88
2080
VIGA15X30 No Message B.2.4-5 (4)
43
43
B.2.4-5 (4)
21
21
Story2
B19
91
0
VIGA15X30 No Message B.2.4-5 (4)
51
51
B.2.4-5 (4)
25
25
Story2
B19
91
436.7
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
17
17
Story2
B19
91
873.3
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
41
41
Story2
B19
91
1310
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
51
51
Story2
B19
91
1746.7
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-5 (4)
53
53
Story2
B19
91
2183.3
VIGA15X30 No Message B.2.4-7 (4)
14
14
B.2.4-5 (4)
44
44
Story2
B19
91
2620
VIGA15X30 No Message B.2.4-5 (4)
43
43
B.2.4-7 (4)
26
26
Story2
B20
94
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B20
94
275
VIGA30X30 No Message B.2.4-5 (4)
25
25
B.2.4-5 (4)
13
13
Story2
B20
94
550
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
27
27
Story2
B21
97
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B21
97
275
VIGA30X30 No Message B.2.4-2 (2)
62
62
B.2.4-2 (2)
32
32
Story2
B21
97
550
VIGA30X30 No Message B.2.4-2 (2)
127
127
B.2.4-2 (2)
63
63
Story2
B22
100
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B22
100
275
VIGA30X30 No Message B.2.4-5 (4)
30
30
B.2.4-5 (4)
16
16
Story2
B22
100
550
VIGA30X30 No Message B.2.4-5 (4)
63
63
B.2.4-5 (4)
32
32
Story2
B23
103
0
VIGA15X30 No Message B.2.4-5 (8)
33
33
B.2.4-5 (8)
16
16
Story2
B23
103
500
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-5 (8)
24
24
Story2
B23
103
1000
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-2 (1)
29
29
Story2
B23
103
1500
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-5 (8)
19
19
Story2
B23
103
2000
VIGA15X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
19
19
Story2
B24
106
0
VIGA15X30 No Message B.2.4-5 (8)
28
28
B.2.4-7 (8)
18
18
Story2
B24
106
300
VIGA15X30 No Message B.2.4-7 (8)
15
15
B.2.4-5 (8)
18
18
Story2
B24
106
600
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
20
20
Story2
B24
106
600
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
20
20
Story2
B24
106
1000
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-2 (1)
19
19
Page 277 of 290
B.2.4-5 (8)
As,min As Bottom Bottom mm² mm² 58
58
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B24
106
1400
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
22
22
Story2
B24
106
1800
VIGA15X30 No Message B.2.4-7 (8)
17
17
B.2.4-5 (8)
22
22
Story2
B24
106
2200
VIGA15X30 No Message B.2.4-5 (8)
45
45
B.2.4-5 (8)
23
23
Story2
B25
109
0
VIGA15X30 No Message B.2.4-5 (4)
36
36
B.2.4-7 (4)
20
20
Story2
B25
109
407.5
VIGA15X30 No Message B.2.4-7 (4)
11
11
B.2.4-5 (4)
26
26
Story2
B25
109
815
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-2 (1)
26
26
Story2
B25
109
1222.5
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-2 (1)
27
27
Story2
B25
109
1630
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-5 (4)
21
21
Story2
B25
109
1630
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-5 (4)
21
21
Story2
B25
109
2080
VIGA15X30 No Message B.2.4-5 (4)
38
38
B.2.4-5 (4)
19
19
Story1
B1
39
150
VIGA30X30 No Message B.2.4-5 (4)
268
268
B.2.4-7 (4)
226
226
Story1
B1
39
595
VIGA30X30 No Message B.2.4-7 (4)
127
127
B.2.4-5 (4)
135
135
Story1
B1
39
1040
VIGA30X30 No Message B.2.4-5 (4)
66
66
B.2.4-5 (4)
66
66
Story1
B1
39
1485
VIGA30X30 No Message B.2.4-7 (4)
79
79
B.2.4-5 (4)
99
99
Story1
B1
39
1930
VIGA30X30 No Message B.2.4-5 (4)
203
203
B.2.4-7 (4)
189
189
Story1
B2
42
150
VIGA30X30 No Message B.2.4-5 (4)
199
199
B.2.4-7 (4)
163
163
Story1
B2
42
614
VIGA30X30 No Message B.2.4-7 (4)
90
90
B.2.4-5 (4)
110
110
Story1
B2
42
1078
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-5 (4)
64
64
Story1
B2
42
1542
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-5 (4)
86
86
Story1
B2
42
2006
VIGA30X30 No Message B.2.4-7 (4)
136
136
B.2.4-5 (4)
143
143
Story1
B2
42
2470
VIGA30X30 No Message B.2.4-5 (4)
258
258
B.2.4-7 (4)
199
199
Story1
B3
45
150
VIGA30X30 No Message B.2.4-5 (4)
212
212
B.2.4-7 (4)
172
172
Story1
B3
45
595
VIGA30X30 No Message B.2.4-5 (4)
109
109
B.2.4-7 (4)
98
98
Story1
B3
45
1040
VIGA30X30 No Message B.2.4-5 (4)
52
52
B.2.4-5 (4)
52
52
Story1
B3
45
1485
VIGA30X30 No Message B.2.4-7 (4)
63
63
B.2.4-5 (4)
73
73
Story1
B3
45
1930
VIGA30X30 No Message B.2.4-7 (4)
152
152
B.2.4-5 (4)
154
154
Story1
B4
48
150
VIGA30X30 No Message B.2.4-7 (4)
145
145
B.2.4-5 (4)
126
126
Story1
B4
48
450
VIGA30X30 No Message B.2.4-7 (4)
89
89
B.2.4-5 (4)
108
108
Story1
B4
48
750
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
88
88
Story1
B4
48
750
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
88
88
Story1
B4
48
1180
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
50
50
Story1
B4
48
1610
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
65
65
Story1
B4
48
2040
VIGA30X30 No Message B.2.4-5 (4)
120
120
B.2.4-7 (4)
107
107
Story1
B4
48
2470
VIGA30X30 No Message B.2.4-5 (4)
204
204
B.2.4-7 (4)
147
147
Story1
B5
51
150
VIGA30X30 No Message B.2.4-5 (4)
169
169
B.2.4-7 (4)
131
131
Story1
B5
51
643.3
VIGA30X30 No Message B.2.4-5 (4)
73
73
B.2.4-7 (4)
74
74
Story1
B5
51
1136.7
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
42
42
Story1
B5
51
1630
VIGA30X30 No Message B.2.4-7 (4)
59
59
B.2.4-5 (4)
92
92
Story1
B5
51
1630
VIGA30X30 No Message B.2.4-7 (4)
59
59
B.2.4-5 (4)
92
92
Story1
B5
51
1930
VIGA30X30 No Message B.2.4-7 (4)
128
128
B.2.4-5 (4)
114
114
Story1
B6
54
150
VIGA30X30 No Message B.2.4-5 (4)
126
126
B.2.4-7 (4)
99
99
Story1
B6
54
450
VIGA30X30 No Message B.2.4-7 (4)
75
75
B.2.4-5 (4)
84
84
Story1
B6
54
750
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
69
69
Story1
B6
54
750
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
69
69
Page 278 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B6
54
1180
VIGA30X30 No Message B.2.4-5 (4)
Story1
B6
54
1610
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
57
57
Story1
B6
54
2040
VIGA30X30 No Message B.2.4-5 (4)
101
101
B.2.4-7 (4)
91
91
Story1
B6
54
2470
VIGA30X30 No Message B.2.4-5 (4)
171
171
B.2.4-7 (4)
122
122
Story1
B7
57
150
VIGA30X30 No Message B.2.4-5 (4)
157
157
B.2.4-7 (4)
135
135
Story1
B7
57
643.3
VIGA30X30 No Message B.2.4-7 (4)
67
67
B.2.4-5 (4)
74
74
Story1
B7
57
1136.7
VIGA30X30 No Message B.2.4-5 (4)
39
39
B.2.4-5 (4)
39
39
Story1
B7
57
1630
VIGA30X30 No Message B.2.4-7 (4)
65
65
B.2.4-5 (4)
90
90
Story1
B7
57
1630
VIGA30X30 No Message B.2.4-7 (4)
65
65
B.2.4-5 (4)
90
90
Story1
B7
57
1930
VIGA30X30 No Message B.2.4-7 (4)
121
121
B.2.4-5 (4)
116
116
Story1
B8
60
150
VIGA30X30 No Message B.2.4-5 (4)
119
119
B.2.4-7 (4)
99
99
Story1
B8
60
614
VIGA30X30 No Message B.2.4-7 (4)
58
58
B.2.4-5 (4)
61
61
Story1
B8
60
1078
VIGA30X30 No Message B.2.4-5 (4)
38
38
B.2.4-5 (4)
38
38
Story1
B8
60
1542
VIGA30X30 No Message B.2.4-5 (4)
38
38
B.2.4-7 (4)
43
43
Story1
B8
60
2006
VIGA30X30 No Message B.2.4-5 (4)
89
89
B.2.4-7 (4)
85
85
Story1
B8
60
2470
VIGA30X30 No Message B.2.4-5 (4)
155
155
B.2.4-7 (4)
122
122
Story1
B9
63
150
VIGA30X30 No Message B.2.4-5 (8)
223
223
B.2.4-5 (8)
110
110
Story1
B9
63
600
VIGA30X30 No Message B.2.4-7 (8)
98
98
B.2.4-5 (8)
106
106
Story1
B9
63
1050
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-5 (8)
108
108
Story1
B9
63
1500
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-2 (1)
84
84
Story1
B9
63
1950
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-5 (8)
86
86
Story1
B9
63
2400
VIGA30X30 No Message B.2.4-7 (8)
74
74
B.2.4-5 (8)
85
85
Story1
B9
63
2850
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-5 (8)
96
96
Story1
B10
66
150
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-7 (8)
102
102
Story1
B10
66
575
VIGA30X30 No Message B.2.4-5 (8)
74
74
B.2.4-7 (8)
67
67
Story1
B10
66
1000
VIGA30X30 No Message B.2.4-5 (8)
48
48
B.2.4-5 (8)
48
48
Story1
B10
66
1425
VIGA30X30 No Message B.2.4-7 (8)
54
54
B.2.4-5 (8)
79
79
Story1
B10
66
1850
VIGA30X30 No Message B.2.4-5 (8)
146
146
B.2.4-7 (8)
119
119
Story1
B11
69
150
VIGA30X30 No Message B.2.4-5 (8)
157
157
B.2.4-7 (8)
120
120
Story1
B11
69
600
VIGA30X30 No Message B.2.4-7 (8)
58
58
B.2.4-5 (8)
75
75
Story1
B11
69
600
VIGA30X30 No Message B.2.4-7 (8)
58
58
B.2.4-5 (8)
75
75
Story1
B11
69
1083.3
VIGA30X30 No Message B.2.4-5 (8)
42
42
B.2.4-5 (8)
42
42
Story1
B11
69
1566.7
VIGA30X30 No Message B.2.4-7 (8)
83
83
B.2.4-5 (8)
97
97
Story1
B11
69
2050
VIGA30X30 No Message B.2.4-5 (8)
171
171
B.2.4-7 (8)
163
163
Story1
B12
72
150
VIGA30X30 No Message B.2.4-5 (8)
271
271
B.2.4-5 (8)
144
144
Story1
B12
72
600
VIGA30X30 No Message B.2.4-7 (8)
91
91
B.2.4-5 (8)
105
105
Story1
B12
72
1050
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-5 (8)
157
157
Story1
B12
72
1500
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-2 (1)
171
171
Story1
B12
72
1950
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-2 (1)
139
139
Story1
B12
72
2400
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-5 (8)
84
84
Story1
B12
72
2850
VIGA30X30 No Message B.2.4-5 (8)
256
256
B.2.4-5 (8)
127
127
Story1
B13
75
150
VIGA30X30 No Message B.2.4-5 (8)
201
201
B.2.4-5 (8)
99
99
Story1
B13
75
575
VIGA30X30 No Message B.2.4-5 (8)
76
76
B.2.4-7 (8)
52
52
Story1
B13
75
1000
VIGA30X30 No Message B.2.4-5 (8)
50
50
B.2.4-5 (8)
50
50
Page 279 of 290
42
42
B.2.4-5 (4)
42
42
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B13
75
1425
Story1
B13
75
1850
VIGA30X30 No Message B.2.4-5 (8)
139
139
B.2.4-7 (8)
89
89
Story1
B14
78
150
VIGA30X30 No Message B.2.4-5 (8)
170
170
B.2.4-7 (8)
88
88
Story1
B14
78
600
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
80
80
Story1
B14
78
600
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
80
80
Story1
B14
78
1083.3
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
71
71
Story1
B14
78
1566.7
VIGA30X30 No Message B.2.4-7 (8)
57
57
B.2.4-5 (8)
116
116
Story1
B14
78
2050
VIGA30X30 No Message B.2.4-5 (8)
179
179
B.2.4-7 (8)
124
124
Story1
B15
81
150
VIGA30X30 No Message B.2.4-5 (8)
260
260
B.2.4-5 (8)
129
129
Story1
B15
81
600
VIGA30X30 No Message B.2.4-7 (8)
111
111
B.2.4-5 (8)
120
120
Story1
B15
81
1050
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-5 (8)
128
128
Story1
B15
81
1500
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-2 (1)
104
104
Story1
B15
81
1950
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-5 (8)
104
104
Story1
B15
81
2400
VIGA30X30 No Message B.2.4-7 (8)
78
78
B.2.4-5 (8)
102
102
Story1
B15
81
2850
VIGA30X30 No Message B.2.4-5 (8)
215
215
B.2.4-5 (8)
107
107
Story1
B16
84
150
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-7 (8)
122
122
Story1
B16
84
575
VIGA30X30 No Message B.2.4-5 (8)
101
101
B.2.4-7 (8)
61
61
Story1
B16
84
1000
VIGA30X30 No Message B.2.4-5 (8)
48
48
B.2.4-5 (8)
48
48
Story1
B16
84
1425
VIGA30X30 No Message B.2.4-5 (8)
77
77
B.2.4-7 (8)
65
65
Story1
B16
84
1850
VIGA30X30 No Message B.2.4-5 (8)
151
151
B.2.4-7 (8)
136
136
Story1
B17
87
150
VIGA30X30 No Message B.2.4-5 (8)
197
197
B.2.4-7 (8)
131
131
Story1
B17
87
625
VIGA30X30 No Message B.2.4-5 (8)
53
53
B.2.4-5 (8)
95
95
Story1
B17
87
1100
VIGA30X30 No Message B.2.4-5 (8)
53
53
B.2.4-5 (8)
70
70
Story1
B17
87
1575
VIGA30X30 No Message B.2.4-7 (8)
83
83
B.2.4-5 (8)
141
141
Story1
B17
87
2050
VIGA30X30 No Message B.2.4-5 (8)
215
215
B.2.4-7 (8)
178
178
Story1
B18
90
0
VIGA15X30 No Message B.2.4-5 (4)
76
76
B.2.4-7 (4)
51
51
Story1
B18
90
416
VIGA15X30 No Message B.2.4-7 (4)
37
37
B.2.4-5 (4)
47
47
Story1
B18
90
832
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-5 (4)
38
38
Story1
B18
90
1248
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-2 (1)
23
23
Story1
B18
90
1664
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-5 (4)
19
19
Story1
B18
90
2080
VIGA15X30 No Message B.2.4-5 (4)
62
62
B.2.4-5 (4)
31
31
Story1
B19
93
0
VIGA15X30 No Message B.2.4-5 (4)
73
73
B.2.4-5 (4)
36
36
Story1
B19
93
436.7
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-5 (4)
22
22
Story1
B19
93
873.3
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-2 (1)
35
35
Story1
B19
93
1310
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-2 (1)
44
44
Story1
B19
93
1746.7
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-5 (4)
52
52
Story1
B19
93
2183.3
VIGA15X30 No Message B.2.4-7 (4)
41
41
B.2.4-5 (4)
49
49
Story1
B19
93
2620
VIGA15X30 No Message B.2.4-5 (4)
89
89
B.2.4-7 (4)
47
47
Story1
B20
96
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B20
96
275
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-5 (4)
17
17
Story1
B20
96
550
VIGA30X30 No Message B.2.4-5 (4)
67
67
B.2.4-5 (4)
33
33
Story1
B21
99
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B21
99
275
VIGA30X30 No Message B.2.4-2 (2)
59
59
B.2.4-2 (2)
30
30
Story1
B21
99
550
VIGA30X30 No Message B.2.4-2 (2)
122
122
B.2.4-2 (2)
61
61
VIGA30X30 No Message B.2.4-5 (8)
Page 280 of 290
50
50
B.2.4-5 (8)
62
62
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B22
102
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B22
102
275
VIGA30X30 No Message B.2.4-5 (4)
36
36
B.2.4-5 (4)
19
19
Story1
B22
102
550
VIGA30X30 No Message B.2.4-5 (4)
75
75
B.2.4-5 (4)
37
37
Story1
B23
105
0
VIGA15X30 No Message B.2.4-5 (8)
60
60
B.2.4-5 (8)
30
30
Story1
B23
105
500
VIGA15X30 No Message B.2.4-5 (8)
19
19
B.2.4-7 (8)
17
17
Story1
B23
105
1000
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
15
15
Story1
B23
105
1500
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
19
19
Story1
B23
105
2000
VIGA15X30 No Message B.2.4-5 (8)
46
46
B.2.4-5 (8)
23
23
Story1
B24
108
0
VIGA15X30 No Message B.2.4-5 (8)
56
56
B.2.4-5 (8)
28
28
Story1
B24
108
300
VIGA15X30 No Message B.2.4-7 (8)
25
25
B.2.4-5 (8)
31
31
Story1
B24
108
600
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
32
32
Story1
B24
108
600
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
32
32
Story1
B24
108
1000
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (4)
21
21
Story1
B24
108
1400
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
34
34
Story1
B24
108
1800
VIGA15X30 No Message B.2.4-7 (8)
32
32
B.2.4-5 (8)
43
43
Story1
B24
108
2200
VIGA15X30 No Message B.2.4-5 (8)
63
63
B.2.4-7 (8)
48
48
Story1
B25
111
0
VIGA15X30 No Message B.2.4-5 (4)
59
59
B.2.4-7 (4)
39
39
Story1
B25
111
407.5
VIGA15X30 No Message B.2.4-5 (4)
32
32
B.2.4-7 (4)
28
28
Story1
B25
111
815
VIGA15X30 No Message B.2.4-5 (4)
15
15
B.2.4-5 (4)
16
16
Story1
B25
111
1222.5
VIGA15X30 No Message B.2.4-5 (4)
15
15
B.2.4-5 (4)
15
15
Story1
B25
111
1630
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
29
29
Story1
B25
111
1630
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
29
29
Story1
B25
111
2080
VIGA15X30 No Message B.2.4-7 (4)
31
31
B.2.4-5 (4)
34
34
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story3
B4
47
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 281 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story3
B13
74
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
150
B.2.4-7 (8)
385.35
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
595
B.2.4-7 (8)
325.22
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1040
B.2.4-7 (8)
300.12
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1485
B.2.4-7 (8)
360.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1930
B.2.4-7 (8)
420.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
150
B.2.4-7 (8)
381.17
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
614
B.2.4-7 (8)
318.47
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
1078
B.2.4-7 (8)
255.77
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
2006
B.2.4-7 (8)
296.69
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
2470
B.2.4-7 (8)
359.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
150
B.2.4-7 (8)
390.04
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
595
B.2.4-7 (8)
312.35
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1040
B.2.4-7 (8)
257.44
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1485
B.2.4-7 (8)
335.13
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1930
B.2.4-7 (8)
412.82
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
150
B.2.4-7 (8)
378.18
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
450
B.2.4-7 (8)
344.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
750
B.2.4-7 (8)
309.84
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
750
B.2.4-7 (8)
276.99
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
2040
B.2.4-7 (8)
294.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
2470
B.2.4-7 (8)
343.22
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
150
B.2.4-7 (8)
269.06
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
643.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1136.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1630
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1630
B.2.4-7 (8)
261.91
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1930
B.2.4-7 (8)
292.44
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 282 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story2
B6
52
150
B.2.4-7 (8)
310.56
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
450
B.2.4-7 (8)
283.67
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
750
B.2.4-7 (8)
256.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
2470
B.2.4-7 (8)
280.11
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
643.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1136.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1630
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1630
B.2.4-7 (8)
251.1
B.2.4-5 (8)
369
B.2.4-5 (8)
107.18
No Message
Story2
B7
55
1930
B.2.4-5 (8)
254.77
B.2.4-5 (8)
369
B.2.4-5 (8)
107.18
No Message
Story2
B8
58
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
614
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
1078
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
2006
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
1083.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
1566.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 283 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story2
B12
70
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
150
B.2.4-5 (8)
253.16
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
1083.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
1566.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
625
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
1100
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
1575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
416
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
832
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
1248
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
1664
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
436.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
873.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
1310
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
1746.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
2183.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
2620
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B20
94
0
B.2.4-7 (8)
251.1
B.2.4-7 (4)
369
B.2.4-5 (4)
129.12
No Message
Story2
B20
94
275
B.2.4-7 (8)
251.1
B.2.4-7 (4)
369
B.2.4-5 (4)
129.12
No Message
Page 284 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
Story
Label
Story2
B20
94
Story2
B21
97
Story2
B21
97
Story2
B21
97
Story2
B22
100
Story2
B22
Story2
B22
Story2
550
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
B.2.4-7 (8)
251.1
B.2.4-7 (4)
0
B.2.4-5 (8)
544.52
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
275
B.2.4-5 (8)
552.9
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
550
B.2.4-5 (8)
561.28
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
0
B.2.4-5 (8)
267.48
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
100
275
B.2.4-5 (8)
275.86
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
100
550
B.2.4-5 (8)
284.24
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
B23
103
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
300
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1400
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1800
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
2200
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
407.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
815
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1222.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
150
B.2.4-5 (8)
494.65
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
595
B.2.4-5 (8)
459.33
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1040
B.2.4-5 (8)
424.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1485
B.2.4-5 (8)
440.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1930
B.2.4-5 (8)
475.87
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
150
B.2.4-5 (8)
379.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
614
B.2.4-5 (8)
343.02
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
1078
B.2.4-5 (8)
306.19
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
1542
B.2.4-5 (8)
318.3
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
2006
B.2.4-5 (8)
355.13
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
2470
B.2.4-5 (8)
391.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
150
B.2.4-5 (8)
375.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
595
B.2.4-5 (8)
361.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1040
B.2.4-5 (8)
348.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1485
B.2.4-7 (8)
337.75
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1930
B.2.4-7 (8)
347.92
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
150
B.2.4-5 (8)
300.05
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Page 285 of 290
369
B.2.4-5 (4)
129.12
No Message
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story1
B4
48
450
B.2.4-5 (8)
290.91
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Story1
B4
48
750
B.2.4-5 (8)
281.76
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Story1
B4
48
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
1180
B.2.4-5 (8)
252.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
1610
B.2.4-5 (8)
265.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
2040
B.2.4-5 (8)
279.06
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
2470
B.2.4-5 (8)
292.17
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
150
B.2.4-5 (8)
309.88
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
643.3
B.2.4-5 (8)
294.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1136.7
B.2.4-5 (8)
279.81
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1630
B.2.4-5 (8)
264.78
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1630
B.2.4-5 (8)
339.34
B.2.4-7 (8)
369
B.2.4-5 (8)
125.56
No Message
Story1
B5
51
1930
B.2.4-5 (8)
348.48
B.2.4-7 (8)
369
B.2.4-5 (8)
125.56
No Message
Story1
B6
54
150
B.2.4-5 (8)
255.33
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
150
B.2.4-5 (8)
291.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
643.3
B.2.4-5 (8)
276.68
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1136.7
B.2.4-5 (8)
261.64
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1630
B.2.4-7 (8)
257.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1630
B.2.4-5 (8)
298.3
B.2.4-7 (8)
356
B.2.4-5 (8)
142.31
No Message
Story1
B7
57
1930
B.2.4-5 (8)
307.45
B.2.4-7 (8)
356
B.2.4-5 (8)
142.31
No Message
Story1
B8
60
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
614
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
1078
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
2006
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
150
B.2.4-5 (8)
377.95
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
600
B.2.4-5 (8)
316.46
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1050
B.2.4-5 (8)
254.97
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1950
B.2.4-5 (8)
251.82
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
2400
B.2.4-5 (8)
313.31
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
2850
B.2.4-5 (8)
374.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
150
B.2.4-5 (8)
435.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
575
B.2.4-5 (8)
377.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
1000
B.2.4-5 (8)
319.64
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
1425
B.2.4-5 (8)
335.89
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 286 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
Story
Label
Story1
B10
66
1850
B.2.4-5 (8)
Story1
B11
69
150
Story1
B11
69
600
Story1
B11
69
Story1
B11
Story1 Story1
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
393.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B.2.4-5 (8)
363
B.2.4-7 (4)
365
B.2.4-5 (4)
143.8
No Message
B.2.4-5 (8)
311.84
B.2.4-7 (4)
365
B.2.4-5 (4)
143.8
No Message
600
B.2.4-5 (8)
288.14
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
69
1083.3
B.2.4-7 (8)
275.65
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B11
69
1566.7
B.2.4-5 (8)
290.26
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B11
69
2050
B.2.4-5 (8)
304.99
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
150
B.2.4-7 (8)
463.66
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
600
B.2.4-7 (8)
389.19
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1050
B.2.4-7 (8)
314.72
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1950
B.2.4-7 (8)
313.74
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
2400
B.2.4-7 (8)
388.2
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
2850
B.2.4-7 (8)
462.67
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
150
B.2.4-5 (8)
453.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
575
B.2.4-5 (8)
379.05
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1000
B.2.4-5 (8)
304.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1425
B.2.4-5 (8)
324.9
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1850
B.2.4-5 (8)
399.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
150
B.2.4-5 (8)
450.23
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
600
B.2.4-5 (8)
366
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
600
B.2.4-5 (8)
351.58
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
1083.3
B.2.4-5 (8)
261.11
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
1566.7
B.2.4-5 (8)
335.98
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
2050
B.2.4-5 (8)
426.45
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
150
B.2.4-7 (8)
360.21
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
600
B.2.4-7 (8)
314.15
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1050
B.2.4-7 (8)
268.09
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1950
B.2.4-7 (8)
263.74
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
2400
B.2.4-7 (8)
309.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
2850
B.2.4-7 (8)
355.87
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
150
B.2.4-5 (8)
359.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
575
B.2.4-5 (8)
346.15
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1000
B.2.4-5 (8)
333.2
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1425
B.2.4-5 (8)
320.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1850
B.2.4-7 (8)
323.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
150
B.2.4-5 (8)
485.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
625
B.2.4-5 (8)
407.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
1100
B.2.4-5 (8)
329.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
1575
B.2.4-5 (8)
389.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
2050
B.2.4-5 (8)
467.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
0
B.2.4-5 (8)
150.41
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
416
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 287 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story1
B18
90
832
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
1248
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
1664
B.2.4-5 (8)
135.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
2080
B.2.4-5 (8)
161.69
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
436.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
873.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
1310
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
1746.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
2183.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
2620
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B20
96
0
B.2.4-5 (8)
261.6
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B20
96
275
B.2.4-5 (8)
269.98
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B20
96
550
B.2.4-5 (8)
278.36
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B21
99
0
B.2.4-5 (8)
523.35
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B21
99
275
B.2.4-5 (8)
531.73
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B21
99
550
B.2.4-5 (8)
540.11
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B22
102
0
B.2.4-5 (8)
306.47
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B22
102
275
B.2.4-5 (8)
314.85
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B22
102
550
B.2.4-5 (8)
323.23
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B23
105
0
B.2.4-5 (8)
126.92
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
0
B.2.4-7 (8)
130.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
300
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1400
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1800
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
2200
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
407.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
815
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1222.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 288 of 290
Design Data
4/02/2019
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 1 of 2) Design Section
B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
Story
Label
Unique Name
Story3
C6
16
COL30X30 No Message B.2.4-7 (5)
Story3
C7
19
COL30X30 No Message B.2.4-7 (5)
0.157
B.2.4-7 (5)
0.102
Story3
C10
28
COL30X30 No Message B.2.4-7 (5)
0.138
B.2.4-7 (5)
0.114
Story3
C11
31
COL30X30 No Message B.2.4-7 (1)
0.126
B.2.4-7 (1)
0.11
Story2
C1
2
COL30X30 No Message B.2.4-7 (1)
0.357
B.2.4-7 (1)
0.387
Story2
C2
5
COL30X30 No Message B.2.4-7 (1)
0.34
B.2.4-7 (1)
0.341
Story2
C3
8
COL30X30 No Message B.2.4-7 (1)
0.256
B.2.4-7 (1)
0.365
Story2
C4
11
COL30X30 No Message B.2.4-7 (5)
0.202
B.2.4-7 (5)
0.228
Story2
C5
14
COL30X30 No Message B.2.4-7 (5)
0.728
B.2.4-7 (5)
0.517
Story2
C6
17
COL30X30 No Message B.2.4-7 (5)
0.368
B.2.4-7 (5)
0.177
Story2
C7
20
COL30X30 No Message B.2.4-7 (5)
0.285
B.2.4-7 (5)
0.188
Story2
C8
23
COL30X30 No Message B.2.4-7 (5)
0.435
B.2.4-7 (5)
0.224
Story2
C9
26
COL30X30 No Message B.2.4-7 (1)
0.427
B.2.4-7 (1)
0.437
Story2
C10
29
COL30X30 No Message B.2.4-7 (5)
0.211
B.2.4-7 (5)
0.214
Story2
C11
32
COL30X30 No Message B.2.4-7 (1)
0.18
B.2.4-7 (1)
0.236
Story2
C12
35
COL30X30 No Message B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.268
Story1
C1
3
COL30X30 No Message B.2.4-7 (1)
0.323
B.2.4-7 (1)
0.311
Story1
C2
6
COL30X30 No Message B.2.4-7 (1)
0.253
B.2.4-7 (1)
0.355
Story1
C3
9
COL30X30 No Message B.2.4-7 (1)
0.206
B.2.4-7 (1)
0.336
Story1
C4
12
COL30X30 No Message B.2.4-7 (5)
0.198
B.2.4-7 (5)
0.215
Story1
C5
15
COL30X30 No Message B.2.4-7 (5)
0.44
B.2.4-7 (5)
0.374
Story1
C6
18
COL30X30 No Message B.2.4-7 (5)
0.338
B.2.4-7 (5)
0.399
Story1
C7
21
COL30X30 No Message B.2.4-7 (1)
0.273
B.2.4-7 (1)
0.295
Story1
C8
24
COL30X30 No Message B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.216
Story1
C9
27
COL30X30 No Message B.2.4-7 (1)
0.305
B.2.4-7 (1)
0.353
Story1
C10
30
COL30X30 No Message B.2.4-7 (1)
0.241
B.2.4-7 (1)
0.4
Story1
C11
33
COL30X30 No Message B.2.4-7 (1)
0.204
B.2.4-7 (1)
0.398
Story1
C12
36
COL30X30 No Message B.2.4-7 (5)
0.189
B.2.4-7 (5)
0.262
Status
0.16
B.2.4-7 (5)
0.093
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 2 of 2) JS Major Ratio
JS Minor Combo
JS Minor Ratio
Warnings
B.2.4-5 (1)
0.082
B.2.4-5 (1)
0.048
No Message No Message
B.2.4-5 (1)
0.081
B.2.4-5 (1)
0.052
No Message No Message
28
B.2.4-5 (1)
0.071
B.2.4-5 (1)
0.059
No Message No Message
C11
31
B.2.4-5 (1)
0.065
B.2.4-5 (1)
0.056
No Message No Message
C1
2
B.2.4-5 (1)
0.15
B.2.4-5 (1)
0.162
No Message No Message
Story2
C2
5
B.2.4-5 (1)
0.144
B.2.4-5 (1)
0.143
No Message No Message
Story2
C3
8
B.2.4-5 (1)
0.107
B.2.4-5 (1)
0.152
No Message No Message
Story2
C4
11
B.2.4-5 (1)
0.103
B.2.4-5 (1)
0.116
No Message No Message
Story2
C5
14
B.2.4-5 (1)
0.241
B.2.4-5 (1)
0.17
No Message No Message
Story2
C6
17
B.2.4-5 (1)
0.213
B.2.4-5 (1)
0.101
No Message No Message
Story2
C7
20
B.2.4-5 (1)
0.164
B.2.4-5 (1)
0.107
No Message No Message
Story2
C8
23
B.2.4-5 (1)
0.183
B.2.4-5 (1)
0.094
No Message No Message
Unique JS Major Name Combo
Story
Label
Story3
C6
16
Story3
C7
19
Story3
C10
Story3 Story2
Page 289 of 290
Errors
Design Data
4/02/2019
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 2 of 2, continued) JS Major Ratio
JS Minor Combo
JS Minor Ratio
Warnings
0.182
B.2.4-5 (1)
0.185
No Message No Message
B.2.4-5 (1)
0.16
B.2.4-5 (1)
0.161
No Message No Message
B.2.4-5 (1)
0.136
B.2.4-5 (1)
0.177
No Message No Message
35
B.2.4-5 (1)
0.148
B.2.4-5 (1)
0.139
No Message No Message
C1
3
B.2.4-5 (1)
0.248
B.2.4-5 (1)
0.236
No Message No Message
Story1
C2
6
B.2.4-5 (1)
0.195
B.2.4-5 (1)
0.272
No Message No Message
Story1
C3
9
B.2.4-5 (1)
0.156
B.2.4-5 (1)
0.254
No Message No Message
Story1
C4
12
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.197
No Message No Message
Story1
C5
15
B.2.4-5 (1)
0.269
B.2.4-5 (1)
0.23
No Message No Message
Story1
C6
18
B.2.4-5 (1)
0.207
B.2.4-5 (1)
0.246
No Message No Message
Story1
C7
21
B.2.4-5 (1)
0.166
B.2.4-5 (1)
0.179
No Message No Message
Story1
C8
24
B.2.4-5 (1)
0.216
B.2.4-5 (1)
0.165
No Message No Message
Story1
C9
27
B.2.4-5 (1)
0.239
B.2.4-5 (1)
0.275
No Message No Message
Story1
C10
30
B.2.4-5 (1)
0.188
B.2.4-5 (1)
0.311
No Message No Message
Story1
C11
33
B.2.4-5 (1)
0.158
B.2.4-5 (1)
0.307
No Message No Message
Story1
C12
36
B.2.4-5 (1)
0.178
B.2.4-5 (1)
0.248
No Message No Message
Unique JS Major Name Combo
Story
Label
Story2
C9
26
B.2.4-5 (1)
Story2
C10
29
Story2
C11
32
Story2
C12
Story1
Page 290 of 290
Errors
4/02/2019
Table of Contents 1. Structure Data
6
1.1 Story Data
6
1.2 Grid Data
6
1.3 Point Coordinates
6
1.4 Line Connectivity
7
1.5 Area Connectivity
8
1.6 Mass
9
1.7 Groups
10
2. Properties
11
2.1 Materials
11
2.2 Frame Sections
11
2.3 Shell Sections
11
2.4 Reinforcement Sizes
11
2.5 Tendon Sections
11
3. Assignments
12
3.1 Joint Assignments
12
3.2 Frame Assignments
13
3.3 Shell Assignments
15
4. Loads
16
4.1 Load Patterns
16
4.2 Auto Seismic Loading
16
4.3 Applied Loads
21
4.3.1 Area Loads
21
4.4 Functions
21
4.4.1 Response Spectrum Functions
21
4.5 Load Cases
27
4.6 Load Combinations
27
5. Analysis Results
37
5.1 Structure Results
37
5.2 Story Results
55
5.3 Point Results
161
5.4 Modal Results
249
Page 2 of 290
Table of Contents 6. Design Data
252
6.1 Concrete Frame Design
252
Page 3 of 290
List of Tables Table 1.1 Story Data
6
Table 1.2 Grid Systems
6
Table 1.3 Grid Lines
6
Table 1.4 Joint Coordinates Data
6
Table 1.5 Column Connectivity Data
7
Table 1.6 Beam Connectivity Data
7
Table 1.7 Floor Connectivity Data
8
Table 1.8 Null Shell Connectivity Data
9
Table 1.9 Mass Source
9
Table 1.10 Centers of Mass and Rigidity
9
Table 1.11 Mass Summary by Diaphragm
9
Table 1.12 Mass Summary by Story
10
Table 1.13 Group Definitions
10
Table 2.1 Material Properties - Summary
11
Table 2.2 Frame Sections - Summary
11
Table 2.3 Shell Sections - Summary
11
Table 2.4 Reinforcing Bar Sizes
11
Table 2.5 Tendon Section Properties
11
Table 3.1 Joint Assignments - Summary
12
Table 3.2 Frame Assignments - Summary
13
Table 3.3 Shell Assignments - Summary
15
Table 4.1 Load Patterns
16
Table 4.4 Shell Loads - Uniform
21
Table 4.5 Response Spectrum Function - User
21
Table 4.6 Load Cases - Summary
27
Table 4.7 Load Combinations
27
Table 5.1 Base Reactions
37
Table 5.2 Centers of Mass and Rigidity
44
Table 5.3 Diaphragm Center of Mass Displacements
44
Table 5.4 Story Max/Avg Displacements
55
Table 5.5 Story Drifts
76
Table 5.6 Story Max/Avg Drifts
97
Table 5.7 Story Forces
118
Table 5.8 Joint Reactions
162
Page 4 of 290
List of Tables Table 5.9 Modal Periods and Frequencies
249
Table 5.10 Modal Participating Mass Ratios
249
Table 5.11 Modal Load Participation Ratios
250
Table 5.12 Modal Direction Factors
250
Table 6.1 Concrete Frame Preferences - ACI 318-08
252
Table 6.2 Concrete Column Overwrites - ACI 318-08
252
Table 6.3 Concrete Beam Overwrites - ACI 318-08
253
Table 6.4 Concrete Column PMM Envelope
255
Table 6.5 Concrete Column Shear Envelope
256
Table 6.6 Concrete Beam Flexure Envelope
257
Table 6.7 Concrete Beam Shear Envelope
261
Table 6.8 Concrete Joint Envelope
269
Table 6.9 Concrete Column Summary - ACI 318-08
270
Table 6.10 Concrete Beam Summary - ACI 318-08
274
Table 6.11 Concrete Joint Summary - ACI 318-08
288
Page 5 of 290
Structure Data
4/02/2019
1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Data Height Elevation Master Similar mm mm Story To
Name
Splice Story
Story3
2500
7500
Yes
None
No
Story2
2500
5000
No
Story3
No
Story1
2500
2500
No
Story3
No
Base
0
0
No
None
No
1.2 Grid Data Table 1.2 - Grid Systems Name
Type
Story Range
X Origin m
Y Origin m
Rotation deg
Bubble Size mm
Color
G1
Cartesian
Default
0
0
0
1250
ffa0a0a0
Table 1.3 - Grid Lines Grid Grid Bubble Ordinate Grid ID Visible System Direction Location m G1
X
A
Yes
End
0
G1
X
B
Yes
End
2.08
G1
X
C
Yes
End
4.7
G1
Y
1
Yes
Start
0
G1
Y
2
Yes
Start
3
G1
Y
3
Yes
Start
5
G1
Y
4
Yes
Start
7.2
1.3 Point Coordinates Table 1.4 - Joint Coordinates Data Y mm
ΔZ Below mm
0
0
0
0
3000
0
0
5000
0
4
0
7200
0
5
2080
0
0
6
2080
3000
0
7
2080
5000
0
8
2080
7200
0
9
4700
0
0
10
4700
3000
0
11
4700
5000
0
Label
X mm
1 2 3
Page 6 of 290
Structure Data
4/02/2019
Table 1.4 - Joint Coordinates Data (continued) Label
X mm
Y mm
ΔZ Below mm
12
4700
7200
0
13
0
-700
0
14
2080
-700
0
15
4700
-700
0
16
2830
3000
0
17
2830
5000
0
18
1630
5000
0
19
1630
7200
0
20
0
5600
0
21
2080
5600
0
28
1630
5600
0
1.4 Line Connectivity Table 1.5 - Column Connectivity Data Column
I-End Point
J-End Point
I-End Story
C1
1
1
Below
C2
2
2
Below
C3
3
3
Below
C4
4
4
Below
C5
5
5
Below
C6
6
6
Below
C7
7
7
Below
C8
8
8
Below
C9
9
9
Below
C10
10
10
Below
C11
11
11
Below
C12
12
12
Below
Table 1.6 - Beam Connectivity Data Beam
I-End Point
J-End Point
Curve Type
B1
1
5
None
B2
5
9
None
B3
2
6
None
B4
6
10
None
B5
3
7
None
B6
7
11
None
B7
4
8
None
B8
8
12
None
B9
1
2
None
B10
2
3
None
B11
3
4
None
B12
5
6
None
Page 7 of 290
Structure Data
4/02/2019
Table 1.6 - Beam Connectivity Data (continued) Beam
I-End Point
J-End Point
Curve Type
B13
6
7
None
B14
7
8
None
B15
9
10
None
B16
10
11
None
B17
11
12
None
B18
13
14
None
B19
14
15
None
B20
13
1
None
B21
14
5
None
B22
15
9
None
B23
16
17
None
B24
18
19
None
B25
20
21
None
1.5 Area Connectivity Table 1.7 - Floor Connectivity Data Floor F2
F5
F6
F7
F8
F9
Number Edge Point 1 Point 2 of Edges Number 4
6
4
4
4
4
Curve Type
1
7
11
None
2
11
12
None
3
12
8
None
4
8
7
None
1
3
1
None
2
1
9
None
3
9
10
None
4
10
6
None
5
6
7
None
6
7
3
None
1
6
10
None
2
10
11
None
3
11
7
None
4
7
6
None
1
3
7
None
2
7
21
None
3
21
20
None
4
20
3
None None
1
28
21
2
21
8
None
3
8
19
None
4
19
28
None
1
13
15
None
2
15
9
None
3
9
1
None
4
1
13
None
Page 8 of 290
Structure Data
4/02/2019
Table 1.7 - Floor Connectivity Data (continued) Floor F11
Number Edge Point 1 Point 2 of Edges Number 4
Curve Type
1
6
16
None
2
16
17
None
3
17
7
None
4
7
6
None
Table 1.8 - Null Shell Connectivity Data Label
Number Edge Point 1 Point 2 of Edges Number
A2
4
A3
4
A4
4
Curve Type
Point 1 Point 2 Story Story
1
16
10
None
Same
Same
2
10
11
None
Same
Same
3
11
17
None
Same
Same
4
17
16
None
Same
Same
1
20
28
None
Same
Same
2
28
19
None
Same
Same
3
19
4
None
Same
Same
4
4
20
None
Same
Same
1
6
16
None
Same
Same
2
16
17
None
Same
Same
3
17
7
None
Same
Same
4
7
6
None
Same
Same
1.6 Mass Table 1.9 - Mass Source Name MsSrc1
Include Lump Include Include Include Include Load Added at IsDefault Multiplier Elements Loads Lateral Vertical Pattern Mass Stories No
No
Yes
Yes
No
Yes
Yes
DEAD
1
Table 1.10 - Centers of Mass and Rigidity Cumulative Cumulative X Y kg kg
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Story1
D1
33301.44 33301.44
2.2895
3.2063
33301.44
Story2
D2
31141.44 31141.44
2.3308
3.172
Story3
D3
3.3715
4
0
0
XCCM m
YCCM m
33301.44
2.2895
3.2063
31141.44
31141.44
2.3308
3.172
0
0
0
0
Page 9 of 290
XCR m
YCR m
Structure Data
4/02/2019
Table 1.11 - Mass Summary by Diaphragm
Story
Mass X Mass Y Mass Mass X Mass Y Moment Diaphragm Center Center kg kg of Inertia m m tonf-m-s²
Story3
D3
0
3.3715
4
Story2
D2
31141.44 31141.44
0
0
29.6197
2.3308
3.172
Story1
D1
33301.44 33301.44
32.7848
2.2895
3.2063
Table 1.12 - Mass Summary by Story Story Story3
UX kg
UY kg
UZ kg
3197.2
3197.2
0
Story2
31141.44 31141.44
0
Story1
33301.44 33301.44
0
Base
3240
3240
0
1.7 Groups Table 1.13 - Group Definitions Name
Color
All
Yellow
Page 10 of 290
Properties
4/02/2019
2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary E kgf/mm²
ν
Unit Weight kgf/m³
Design Strengths
Tendon
20037.48
0
7849.05
Fy=172.32 kgf/mm², Fu=189.83 kgf/mm²
Rebar
20389.02
0
7849.05
Fy=42.18 kgf/mm², Fu=63.28 kgf/mm²
Name
Type
A416Gr270 A615Gr60
CONC280 Concrete
2527
0.2
2400
Fc=2.8 kgf/mm²
RMAT
Rebar
20389.02
0
7849.05
Fy=42 kgf/mm², Fu=63 kgf/mm²
STEEL
Steel
20389.02
0.3
7833.41
Fy=35.15 kgf/mm², Fu=45.7 kgf/mm²
2.2 Frame Sections Table 2.2 - Frame Sections - Summary Name
Material
Shape
COL30X30 CONC280 Concrete Rectangular VIGA15X30 CONC280 Concrete Rectangular VIGA30X30 CONC280 Concrete Rectangular
2.3 Shell Sections Table 2.3 - Shell Sections - Summary Name
Total Design Element Deck Material Thickness Type Type Material mm
LOSA
Deck
Membrane CONC280
100.8
TEJA
Deck
Membrane CONC280
10
STEEL
2.4 Reinforcement Sizes Table 2.4 - Reinforcing Bar Sizes Name
Diameter mm
Area mm²
#8
25.4
510
#9
28.7
645
2.5 Tendon Sections Table 2.5 - Tendon Section Properties Name
Material
Tendon1 A416Gr270
StrandArea mm²
Color
99
Lime
Page 11 of 290
Deck Depth mm 50.8
Assignments
4/02/2019
3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary Story
Label
Story3
6
Unique Diaphragm Name 21
From Area
Story3
7
25
From Area
Story3
10
37
From Area
Story3
11
41
From Area
Story3
16
60
From Area
Story3
17
61
From Area
Story2
1
2
From Area
Story2
2
6
From Area
Story2
3
10
From Area
Story2
4
14
From Area
Story2
5
18
From Area
Story2
6
22
From Area
Story2
7
26
From Area
Story2
8
30
From Area
Story2
9
34
From Area
Story2
10
38
From Area
Story2
11
42
From Area
Story2
12
46
From Area
Story2
13
49
From Area
Story2
14
50
From Area
Story2
15
55
From Area
Story2
16
58
From Area
Story2
17
59
From Area
Story2
18
64
From Area
Story2
19
65
From Area
Story2
20
70
From Area
Story2
21
71
From Area
Story2
28
102
From Area
Story1
1
3
From Area
Story1
2
7
From Area
Story1
3
11
From Area
Story1
4
15
From Area
Story1
5
19
From Area
Story1
6
23
From Area
Story1
7
27
From Area
Story1
8
31
From Area
Story1
9
35
From Area
Story1
10
39
From Area
Story1
11
43
From Area
Story1
12
47
From Area
Story1
13
53
From Area
Page 12 of 290
Restraints
Assignments
4/02/2019
Table 3.1 - Joint Assignments - Summary (continued) Unique Diaphragm Name
Story
Label
Restraints
Story1
14
54
From Area
Story1
15
57
From Area
Story1
16
62
From Area
Story1
17
63
From Area
Story1
18
68
From Area
Story1
19
69
From Area
Story1
20
74
From Area
Story1
21
75
From Area
Story1
28
104
From Area
Base
1
4
From Area
UX; UY; UZ; RX; RY; RZ
Base
2
8
From Area
UX; UY; UZ; RX; RY; RZ
Base
3
12
From Area
UX; UY; UZ; RX; RY; RZ
Base
4
16
From Area
UX; UY; UZ; RX; RY; RZ
Base
5
20
From Area
UX; UY; UZ; RX; RY; RZ
Base
6
24
From Area
UX; UY; UZ; RX; RY; RZ
Base
7
28
From Area
UX; UY; UZ; RX; RY; RZ
Base
8
32
From Area
UX; UY; UZ; RX; RY; RZ
Base
9
36
From Area
UX; UY; UZ; RX; RY; RZ
Base
10
40
From Area
UX; UY; UZ; RX; RY; RZ
Base
11
44
From Area
UX; UY; UZ; RX; RY; RZ
Base
12
48
From Area
UX; UY; UZ; RX; RY; RZ
3.2 Frame Assignments Table 3.2 - Frame Assignments - Summary Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story3
C6
16
Column
2500
COL30X30
COL30X30
3
Story3
C7
19
Column
2500
COL30X30
COL30X30
3
Story3
C10
28
Column
2500
COL30X30
COL30X30
3
Story3
C11
31
Column
2500
COL30X30
COL30X30
3
Story2
C1
2
Column
2500
COL30X30
COL30X30
3
Story2
C2
5
Column
2500
COL30X30
COL30X30
3
Story2
C3
8
Column
2500
COL30X30
COL30X30
3
Story2
C4
11
Column
2500
COL30X30
COL30X30
3
Story2
C5
14
Column
2500
COL30X30
COL30X30
3
Story2
C6
17
Column
2500
COL30X30
COL30X30
3
Story2
C7
20
Column
2500
COL30X30
COL30X30
3
Story2
C8
23
Column
2500
COL30X30
COL30X30
3
Story2
C9
26
Column
2500
COL30X30
COL30X30
3
Story2
C10
29
Column
2500
COL30X30
COL30X30
3
Story2
C11
32
Column
2500
COL30X30
COL30X30
3
Story2
C12
35
Column
2500
COL30X30
COL30X30
3
Story1
C1
3
Column
2500
COL30X30
COL30X30
3
Page 13 of 290
Assignments
4/02/2019
Table 3.2 - Frame Assignments - Summary (continued) Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story1
C2
6
Column
2500
COL30X30
COL30X30
3
Story1
C3
9
Column
2500
COL30X30
COL30X30
3
Story1
C4
12
Column
2500
COL30X30
COL30X30
3
Story1
C5
15
Column
2500
COL30X30
COL30X30
3
Story1
C6
18
Column
2500
COL30X30
COL30X30
3
Story1
C7
21
Column
2500
COL30X30
COL30X30
3
Story1
C8
24
Column
2500
COL30X30
COL30X30
3
Story1
C9
27
Column
2500
COL30X30
COL30X30
3
Story1
C10
30
Column
2500
COL30X30
COL30X30
3
Story1
C11
33
Column
2500
COL30X30
COL30X30
3
Story1
C12
36
Column
2500
COL30X30
COL30X30
Story3
B4
47
Beam
2620
VIGA30X30 VIGA30X30
500
3
Story3
B6
53
Beam
2620
VIGA30X30 VIGA30X30
500
Story3
B13
74
Beam
2000
VIGA30X30 VIGA30X30
500
Story3
B16
83
Beam
2000
VIGA30X30 VIGA30X30
500
Story3
B23
104
Beam
2000
VIGA15X30 VIGA15X30
500
Story2
B1
37
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B2
40
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B3
43
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B4
46
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B5
49
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B6
52
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B7
55
Beam
2080
VIGA30X30 VIGA30X30
500
Story2
B8
58
Beam
2620
VIGA30X30 VIGA30X30
500
Story2
B9
61
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B10
64
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B11
67
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B12
70
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B13
73
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B14
76
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B15
79
Beam
3000
VIGA30X30 VIGA30X30
500
Story2
B16
82
Beam
2000
VIGA30X30 VIGA30X30
500
Story2
B17
85
Beam
2200
VIGA30X30 VIGA30X30
500
Story2
B18
88
Beam
2080
VIGA15X30 VIGA15X30
500
Story2
B19
91
Beam
2620
VIGA15X30 VIGA15X30
500
Story2
B20
94
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B21
97
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B22
100
Beam
700
VIGA30X30 VIGA30X30
500
Story2
B23
103
Beam
2000
VIGA15X30 VIGA15X30
500
Story2
B24
106
Beam
2200
VIGA15X30 VIGA15X30
500
Story2
B25
109
Beam
2080
VIGA15X30 VIGA15X30
500
Story1
B1
39
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B2
42
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B3
45
Beam
2080
VIGA30X30 VIGA30X30
500
Page 14 of 290
Assignments
4/02/2019
Table 3.2 - Frame Assignments - Summary (continued) Unique Design Length Name Type mm
Analysis Section
Design Section
Max Min Station Number Spacing Stations mm
Story
Label
Story1
B4
48
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B5
51
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B6
54
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B7
57
Beam
2080
VIGA30X30 VIGA30X30
500
Story1
B8
60
Beam
2620
VIGA30X30 VIGA30X30
500
Story1
B9
63
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B10
66
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B11
69
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B12
72
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B13
75
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B14
78
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B15
81
Beam
3000
VIGA30X30 VIGA30X30
500
Story1
B16
84
Beam
2000
VIGA30X30 VIGA30X30
500
Story1
B17
87
Beam
2200
VIGA30X30 VIGA30X30
500
Story1
B18
90
Beam
2080
VIGA15X30 VIGA15X30
500
Story1
B19
93
Beam
2620
VIGA15X30 VIGA15X30
500
Story1
B20
96
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B21
99
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B22
102
Beam
700
VIGA30X30 VIGA30X30
500
Story1
B23
105
Beam
2000
VIGA15X30 VIGA15X30
500
Story1
B24
108
Beam
2200
VIGA15X30 VIGA15X30
500
Story1
B25
111
Beam
2080
VIGA15X30 VIGA15X30
500
3.3 Shell Assignments Table 3.3 - Shell Assignments - Summary Unique Section Diaphragm Name
Axis Angle deg
Story
Label
Story3
F6
58
TEJA
Story2
F2
5
LOSA
D2
90
Story2
F5
17
LOSA
D2
90
Story2
F7
26
LOSA
D2
90
Story2
F8
30
LOSA
D2
D3
Story2
F9
34
LOSA
D2
Story2
F11
50
LOSA
D2
Story1
F2
7
LOSA
D1
Story1
F5
19
LOSA
D1
Story1
F7
28
LOSA
D1
Story1
F8
32
LOSA
D1
Story1
F9
36
LOSA
D1
Story1
F11
52
LOSA
D1
Page 15 of 290
90
90
Loads
4/02/2019
4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Patterns Name
Type
Self Weight Multiplier
DEAD
Dead
1
LIVE
Live
0
Auto Load
Lr
Roof Live
0
EMPUJE
Other
0
GRANIZO
Snow
0
Sx Estatico
Seismic
0
User Coefficient
Sy Estatico
Seismic
0
User Coefficient
4.2 Auto Seismic Loading
Page 16 of 290
Loads
4/02/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sx Estatico using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = X Eccentricity Ratio = 0% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.9063
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
X
0
0
Applied Story Forces
Page 17 of 290
W (tonf)
V (kgf)
67.64008 61302.2053
Loads
4/02/2019
Lateral Load to Stories - X 5590.5023kgf Story3
36301.8256kgf Story2
19409.8774kgf Story1
Base 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 E+3 Force, kgf
Story
Elevation
X-Dir
Y-Dir
m
kgf
kgf
Story3
7.5
5590.5023
0
Story2
5
36301.8256
0
Story1
2.5
19409.8774
0
Base
0
0
0
Page 18 of 290
Loads
4/02/2019
User Coefficient Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Sy Estatico using the user input coefficients, as calculated by ETABS. Direction and Eccentricity
Direction = Y Eccentricity Ratio = 0% for all diaphragms Factors and Coefficients Equivalent Lateral Forces
C = 0.9063
Base Shear Coefficient, C V = CW
Base Shear, V Calculated Base Shear Direction
Period Used (sec)
C
Y
0
0
Applied Story Forces
Page 19 of 290
W (tonf)
V (kgf)
67.64008 61302.2053
Loads
4/02/2019
Lateral Load to Stories - Y
Story3 5590.5023kgf
Story2 36301.8256kgf
Story1 19409.8774kgf
Base 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 E+3 Force, kgf
Story
Elevation
X-Dir
Y-Dir
m
kgf
kgf
Story3
7.5
0
5590.5023
Story2
5
0
36301.8256
Story1
2.5
0
19409.8774
Base
0
0
0
Page 20 of 290
Loads
4/02/2019
4.3 Applied Loads 4.3.1 Area Loads Table 4.4 - Shell Loads - Uniform Story
Label
Unique Name
Load Pattern
Direction
Load kgf/m²
Story3
F6
58
DEAD
Gravity
20
Story2
F2
5
DEAD
Gravity
385
Story2
F5
17
DEAD
Gravity
385
Story2
F7
26
DEAD
Gravity
385
Story2
F8
30
DEAD
Gravity
385
Story2
F9
34
DEAD
Gravity
385
Story2
F11
50
DEAD
Gravity
385
Story1
F2
7
DEAD
Gravity
385
Story1
F5
19
DEAD
Gravity
385
Story1
F7
28
DEAD
Gravity
385
Story1
F8
32
DEAD
Gravity
385
Story1
F9
36
DEAD
Gravity
385
Story1
F11
52
DEAD
Gravity
385
Story3
F6
58
LIVE
Gravity
35
Story2
F2
5
LIVE
Gravity
500
Story2
F5
17
LIVE
Gravity
500
Story2
F7
26
LIVE
Gravity
500
Story2
F8
30
LIVE
Gravity
500
Story2
F9
34
LIVE
Gravity
500
Story2
F11
50
LIVE
Gravity
500
Story1
F2
7
LIVE
Gravity
180
Story1
F5
19
LIVE
Gravity
180
Story1
F7
28
LIVE
Gravity
180
Story1
F8
32
LIVE
Gravity
180
Story1
F9
36
LIVE
Gravity
500
Story1
F11
52
LIVE
Gravity
180
Story3
F6
58
GRANIZO
Gravity
50
4.4 Functions 4.4.1 Response Spectrum Functions Table 4.5 - Response Spectrum Function - User Name
Period sec
Acceleration
Damping % 5
NSR10
0
0.9063
NSR10
0.03
0.9063
NSR10
0.05
0.9063
NSR10
0.08
0.9063
NSR10
0.1
0.9063
NSR10
0.13
0.9063
NSR10
0.15
0.9063
NSR10
0.18
0.9063
NSR10
0.2
0.9063
Page 21 of 290
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
0.23
0.9063
NSR10
0.25
0.9063
NSR10
0.28
0.9063
NSR10
0.3
0.9063
NSR10
0.33
0.9063
NSR10
0.35
0.9063
NSR10
0.38
0.9063
NSR10
0.4
0.9063
NSR10
0.43
0.9063
NSR10
0.45
0.9063
NSR10
0.48
0.9063
NSR10
0.5
0.9063
NSR10
0.53
0.9063
NSR10
0.55
0.9063
NSR10
0.58
0.9063
NSR10
0.6
0.9063
NSR10
0.63
0.9063
NSR10
0.65
0.9063
NSR10
0.68
0.9063
NSR10
0.7
0.9063
NSR10
0.73
0.9063
NSR10
0.75
0.9063
NSR10
0.78
0.9063
NSR10
0.8
0.9063
NSR10
0.83
0.9063
NSR10
0.85
0.9063
NSR10
0.88
0.9063
NSR10
0.9
0.9063
NSR10
0.93
0.9063
NSR10
0.95
0.9063
NSR10
0.98
0.9063
NSR10
1
0.9
NSR10
1.03
0.878
NSR10
1.05
0.8571
NSR10
1.08
0.8372
NSR10
1.1
0.8182
NSR10
1.13
0.8
NSR10
1.15
0.7826
NSR10
1.18
0.766
NSR10
1.2
0.75
NSR10
1.23
0.7347
NSR10
1.25
0.72
NSR10
1.28
0.7059
NSR10
1.3
0.6923
NSR10
1.33
0.6792
Page 22 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
1.35
0.6667
NSR10
1.38
0.6545
NSR10
1.4
0.6429
NSR10
1.43
0.6316
NSR10
1.45
0.6207
NSR10
1.48
0.6102
NSR10
1.5
0.6
NSR10
1.53
0.5902
NSR10
1.55
0.5806
NSR10
1.58
0.5714
NSR10
1.6
0.5625
NSR10
1.63
0.5538
NSR10
1.65
0.5455
NSR10
1.68
0.5373
NSR10
1.7
0.5294
NSR10
1.73
0.5217
NSR10
1.75
0.5143
NSR10
1.78
0.507
NSR10
1.8
0.5
NSR10
1.83
0.4932
NSR10
1.85
0.4865
NSR10
1.88
0.48
NSR10
1.9
0.4737
NSR10
1.93
0.4675
NSR10
1.95
0.4615
NSR10
1.98
0.4557
NSR10
2
0.45
NSR10
2.03
0.4444
NSR10
2.05
0.439
NSR10
2.08
0.4337
NSR10
2.1
0.4286
NSR10
2.13
0.4235
NSR10
2.15
0.4186
NSR10
2.18
0.4138
NSR10
2.2
0.4091
NSR10
2.23
0.4045
NSR10
2.25
0.4
NSR10
2.28
0.3956
NSR10
2.3
0.3913
NSR10
2.33
0.3871
NSR10
2.35
0.383
NSR10
2.38
0.3789
NSR10
2.4
0.375
NSR10
2.43
0.3711
NSR10
2.45
0.3673
Page 23 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
2.48
0.3636
NSR10
2.5
0.36
NSR10
2.53
0.3564
NSR10
2.55
0.3529
NSR10
2.57
0.3495
NSR10
2.6
0.3462
NSR10
2.62
0.3429
NSR10
2.65
0.3396
NSR10
2.67
0.3364
NSR10
2.7
0.3333
NSR10
2.72
0.3303
NSR10
2.75
0.3273
NSR10
2.77
0.3243
NSR10
2.8
0.3214
NSR10
2.82
0.3186
NSR10
2.85
0.3158
NSR10
2.87
0.313
NSR10
2.9
0.3103
NSR10
2.92
0.3077
NSR10
2.95
0.3051
NSR10
2.97
0.3025
NSR10
3
0.3
NSR10
3.02
0.2975
NSR10
3.05
0.2951
NSR10
3.07
0.2927
NSR10
3.1
0.2903
NSR10
3.12
0.288
NSR10
3.15
0.2857
NSR10
3.17
0.2835
NSR10
3.2
0.2813
NSR10
3.22
0.2791
NSR10
3.25
0.2769
NSR10
3.27
0.2748
NSR10
3.3
0.2727
NSR10
3.32
0.2707
NSR10
3.35
0.2687
NSR10
3.37
0.2667
NSR10
3.4
0.2647
NSR10
3.42
0.2628
NSR10
3.45
0.2609
NSR10
3.47
0.259
NSR10
3.5
0.2571
NSR10
3.52
0.2553
NSR10
3.55
0.2535
NSR10
3.57
0.2517
Page 24 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
3.6
0.25
NSR10
3.62
0.2483
NSR10
3.65
0.2466
NSR10
3.67
0.2449
NSR10
3.7
0.2432
NSR10
3.72
0.2416
NSR10
3.75
0.24
NSR10
3.77
0.2384
NSR10
3.8
0.2368
NSR10
3.82
0.2353
NSR10
3.85
0.2338
NSR10
3.87
0.2323
NSR10
3.9
0.2308
NSR10
3.92
0.2293
NSR10
3.95
0.2278
NSR10
3.97
0.2264
NSR10
4
0.225
NSR10
4.02
0.2236
NSR10
4.05
0.2222
NSR10
4.07
0.2209
NSR10
4.1
0.2195
NSR10
4.12
0.2182
NSR10
4.15
0.2169
NSR10
4.17
0.2156
NSR10
4.2
0.2143
NSR10
4.22
0.213
NSR10
4.25
0.2118
NSR10
4.27
0.2105
NSR10
4.3
0.2093
NSR10
4.32
0.2081
NSR10
4.35
0.2069
NSR10
4.37
0.2057
NSR10
4.4
0.2045
NSR10
4.43
0.2034
NSR10
4.45
0.2022
NSR10
4.48
0.2011
NSR10
4.5
0.2
NSR10
4.53
0.1989
NSR10
4.55
0.1978
NSR10
4.58
0.1967
NSR10
4.6
0.1957
NSR10
4.63
0.1946
NSR10
4.65
0.1935
NSR10
4.68
0.1925
NSR10
4.7
0.1915
Page 25 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
4.73
0.1905
NSR10
4.75
0.1895
NSR10
4.78
0.1885
NSR10
4.8
0.1875
NSR10
4.83
0.1865
NSR10
4.85
0.1856
NSR10
4.88
0.1846
NSR10
4.9
0.1837
NSR10
4.93
0.1827
NSR10
4.95
0.1818
NSR10
4.98
0.1809
NSR10
5
0.18
NSR10
5.03
0.1791
NSR10
5.05
0.1782
NSR10
5.08
0.1773
NSR10
5.1
0.1765
NSR10
5.13
0.1756
NSR10
5.15
0.1748
NSR10
5.18
0.1739
NSR10
5.2
0.1731
NSR10
5.23
0.1722
NSR10
5.25
0.1714
NSR10
5.28
0.1706
NSR10
5.3
0.1698
NSR10
5.33
0.169
NSR10
5.35
0.1682
NSR10
5.38
0.1674
NSR10
5.4
0.1667
NSR10
5.43
0.1659
NSR10
5.45
0.1651
NSR10
5.48
0.1644
NSR10
5.5
0.1636
NSR10
5.53
0.1629
NSR10
5.55
0.1622
NSR10
5.58
0.1614
NSR10
5.6
0.1607
NSR10
5.63
0.16
NSR10
5.65
0.1593
NSR10
5.68
0.1586
NSR10
5.7
0.1579
NSR10
5.73
0.1572
NSR10
5.75
0.1565
NSR10
5.78
0.1558
NSR10
5.8
0.1552
NSR10
5.83
0.1545
Page 26 of 290
Damping %
Loads
4/02/2019
Table 4.5 - Response Spectrum Function - User (continued) Name
Period sec
Acceleration
NSR10
5.85
0.1538
NSR10
5.88
0.1532
NSR10
5.9
0.1525
NSR10
5.93
0.1519
NSR10
5.95
0.1513
NSR10
5.98
0.1506
NSR10
6
0.15
Damping %
4.5 Load Cases Table 4.6 - Load Cases - Summary Name
Type
DEAD
Linear Static
LIVE
Linear Static
SX
Response Spectrum
SY
Response Spectrum
Lr
Linear Static
EMPUJE
Linear Static
GRANIZO
Linear Static
Sx Estatico
Linear Static
Sy Estatico
Linear Static
~TorsionSX
Linear Static
~TorsionSY
Linear Static
4.6 Load Combinations Table 4.7 - Load Combinations Name
Load Case/Combo
Scale Factor
Type
Auto
B.2.4-1
DEAD
1.4
Linear Add
No
B.2.4-2 (1)
DEAD
1.2
Linear Add
No
B.2.4-2 (1)
LIVE
1.6
No
B.2.4-2 (1)
Lr
0.5
No
B.2.4-2 (1)
EMPUJE
1.6
No
B.2.4-3 (1)
DEAD
1.2
B.2.4-3 (1)
Lr
1.6
Linear Add
No No
B.2.4-3 (1)
LIVE
1
B.2.4-5 (1)
DEAD
1.2
B.2.4-5 (1)
LIVE
1
B.2.4-5 (1)
ExDIS
1
No
B.2.4-5 (1)
EyDIS
0.3
No
B.2.4-6
DEAD
0.9
B.2.4-6
EMPUJE
1.6
B.2.4-7 (1)
DEAD
0.9
B.2.4-7 (1)
ExDIS
1
No
B.2.4-7 (1)
EyDIS
0.3
No
Page 27 of 290
No Linear Add
No No
Linear Add
No
Linear Add
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.4-7 (1)
EMPUJE
1.6
B.2.3-1
DEAD
1
Linear Add
No
B.2.3-2
DEAD
1
Linear Add
No
B.2.3-2
EMPUJE
1
B.2.3-2
LIVE
1
B.2.3-3 (1)
DEAD
1
B.2.3-3 (1)
EMPUJE
1
No
B.2.3-3 (1)
Lr
1
No
ExDIS
SX
0.1786
Linear Add
No
EyDIS
SY
0.1786
Linear Add
No
B.2.4-4 (1)
DEAD
1.2
Linear Add
No
B.2.4-4 (1)
LIVE
1
Type
Auto No
No No Linear Add
No
No
B.2.4-4 (1)
Lr
0.5
B.2.4-5 (2)
DEAD
1.2
No
B.2.4-5 (2)
LIVE
1
No
B.2.4-5 (2)
ExDIS
1
No
B.2.4-5 (2)
EyDIS
-0.3
B.2.4-5 (3)
DEAD
1.2
Linear Add
No
No Linear Add
No
B.2.4-5 (3)
LIVE
1
No
B.2.4-5 (3)
ExDIS
-1
No
B.2.4-5 (3)
EyDIS
-0.3
B.2.4-5 (4)
DEAD
1.2
No Linear Add
No
B.2.4-5 (4)
LIVE
1
No
B.2.4-5 (4)
ExDIS
-1
No
B.2.4-5 (4)
EyDIS
0.3
B.2.4-5 (5)
DEAD
1.2
No Linear Add
No
B.2.4-5 (5)
LIVE
1
No
B.2.4-5 (5)
ExDIS
0.3
No
B.2.4-5 (5)
EyDIS
1
B.2.4-5 (6)
DEAD
1.2
No Linear Add
No
B.2.4-5 (6)
LIVE
1
No
B.2.4-5 (6)
ExDIS
0.3
No
B.2.4-5 (6)
EyDIS
-1
No
B.2.4-5 (7)
DEAD
1.2
B.2.4-5 (7)
LIVE
1
No
B.2.4-5 (7)
ExDIS
-0.3
No
B.2.4-5 (7)
EyDIS
-1
No
B.2.4-5 (8)
DEAD
1.2
B.2.4-5 (8)
LIVE
1
No
B.2.4-5 (8)
ExDIS
-0.3
No
B.2.4-5 (8)
EyDIS
1
No
B.2.4-7 (2)
DEAD
0.9
B.2.4-7 (2)
ExDIS
1
No
B.2.4-7 (2)
EyDIS
-0.3
No
B.2.4-7 (2)
EMPUJE
1.6
No
Page 28 of 290
Linear Add
Linear Add
Linear Add
No
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Load Case/Combo
Scale Factor
Type
Auto
B.2.4-7 (3)
DEAD
0.9
Linear Add
No
B.2.4-7 (3)
ExDIS
-1
No
B.2.4-7 (3)
EyDIS
-0.3
No
B.2.4-7 (3)
EMPUJE
1.6
B.2.4-7 (4)
DEAD
0.9
B.2.4-7 (4)
ExDIS
-1
No
B.2.4-7 (4)
EyDIS
0.3
No
B.2.4-7 (4)
EMPUJE
1.6
No
B.2.4-7 (5)
DEAD
0.9
B.2.4-7 (5)
ExDIS
0.3
B.2.4-7 (5)
EyDIS
1
No
B.2.4-7 (5)
EMPUJE
1.6
No
B.2.4-7 (6)
DEAD
0.9
B.2.4-7 (6)
ExDIS
0.3
No
B.2.4-7 (6)
EyDIS
-1
No
B.2.4-7 (6)
EMPUJE
1.6
No
Name
No Linear Add
Linear Add
No
No No
Linear Add
Linear Add
No
B.2.4-7 (7)
DEAD
0.9
B.2.4-7 (7)
ExDIS
-0.3
No
B.2.4-7 (7)
EyDIS
-1
No
B.2.4-7 (7)
EMPUJE
1.6
No
B.2.4-7 (8)
DEAD
0.9
B.2.4-7 (8)
ExDIS
-0.3
B.2.4-7 (8)
EyDIS
1
No
B.2.4-7 (8)
EMPUJE
1.6
No
B.2.3-4 (1)
DEAD
1
B.2.3-4 (1)
LIVE
0.75
No
B.2.3-4 (1)
Lr
0.75
No
B.2.3-4 (1)
EMPUJE
1
No
B.2.3-5
DEAD
1
B.2.3-5
EMPUJE
1
B.2.3-6 (1)
DEAD
1
B.2.3-6 (1)
ExDIS
0.7
No
B.2.3-6 (1)
EyDIS
0.21
No
B.2.3-6 (1)
EMPUJE
1
B.2.3-6 (2)
DEAD
1
B.2.3-6 (2)
ExDIS
0.7
No
B.2.3-6 (2)
EyDIS
-0.21
No
B.2.3-6 (2)
EMPUJE
1
B.2.3-6 (3)
DEAD
1
B.2.3-6 (3)
ExDIS
-0.7
No
B.2.3-6 (3)
EyDIS
-0.21
No
B.2.3-6 (3)
EMPUJE
1
B.2.3-6 (4)
DEAD
1
B.2.3-6 (4)
ExDIS
-0.7
No
B.2.3-6 (4)
EyDIS
0.21
No
Page 29 of 290
Linear Add
No
No No
Linear Add
No
Linear Add
No
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-6 (4)
EMPUJE
1
B.2.3-6 (5)
DEAD
1
B.2.3-6 (5)
ExDIS
0.21
No
B.2.3-6 (5)
EyDIS
0.7
No
B.2.3-6 (5)
EMPUJE
1
B.2.3-6 (6)
DEAD
1
B.2.3-6 (6)
ExDIS
0.21
No
B.2.3-6 (6)
EyDIS
-0.7
No
B.2.3-6 (6)
EMPUJE
1
B.2.3-6 (7)
DEAD
1
B.2.3-6 (7)
ExDIS
-0.21
No
B.2.3-6 (7)
EyDIS
-0.7
No
B.2.3-6 (7)
EMPUJE
1
B.2.3-6 (8)
DEAD
1
B.2.3-6 (8)
ExDIS
-0.21
No
B.2.3-6 (8)
EyDIS
0.7
No
B.2.3-6 (8)
EMPUJE
1
B.2.3-7 (1)
DEAD
1
B.2.3-7 (1)
LIVE
0.75
No
B.2.3-7 (1)
Lr
0.75
No
B.2.3-7 (1)
EMPUJE
1
B.2.3-8 (1)
DEAD
1
B.2.3-8 (1)
LIVE
0.75
No
B.2.3-8 (1)
Lr
0.75
No
B.2.3-8 (1)
ExDIS
0.525
No
B.2.3-8 (1)
EyDIS
0.1575
No
B.2.3-8 (1)
EMPUJE
1
B.2.3-8 (2)
DEAD
1
B.2.3-8 (2)
LIVE
0.75
No
B.2.3-8 (2)
Lr
0.75
No
B.2.3-8 (2)
ExDIS
0.525
No
B.2.3-8 (2)
EyDIS
-0.1575
No
B.2.3-8 (2)
EMPUJE
1
No
B.2.3-8 (3)
DEAD
1
B.2.3-8 (3)
LIVE
0.75
Type
Auto
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
Linear Add
No
No No
B.2.3-8 (3)
Lr
0.75
No
B.2.3-8 (3)
ExDIS
-0.525
No
B.2.3-8 (3)
EyDIS
-0.1575
No
B.2.3-8 (3)
EMPUJE
1
B.2.3-8 (4)
DEAD
1
B.2.3-8 (4)
LIVE
0.75
No Linear Add
No No
B.2.3-8 (4)
Lr
0.75
No
B.2.3-8 (4)
ExDIS
-0.525
No
B.2.3-8 (4)
EyDIS
0.1575
No
B.2.3-8 (4)
EMPUJE
1
No
Page 30 of 290
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
Type
B.2.3-8 (5) B.2.3-8 (5)
DEAD
1
Linear Add
LIVE
0.75
No
B.2.3-8 (5)
Lr
0.75
No
B.2.3-8 (5)
ExDIS
0.1575
No
B.2.3-8 (5)
EyDIS
0.525
No
B.2.3-8 (5)
EMPUJE
1
B.2.3-8 (6)
DEAD
1
B.2.3-8 (6)
LIVE
0.75
No No
Auto No
No Linear Add
No
B.2.3-8 (6)
Lr
0.75
B.2.3-8 (6)
ExDIS
0.1575
No
B.2.3-8 (6)
EyDIS
-0.525
No
B.2.3-8 (6)
EMPUJE
1
No
B.2.3-8 (7)
DEAD
1
B.2.3-8 (7)
LIVE
0.75
No
Linear Add
No
B.2.3-8 (7)
Lr
0.75
No
B.2.3-8 (7)
ExDIS
-0.1575
No
B.2.3-8 (7)
EyDIS
-0.525
No
B.2.3-8 (7)
EMPUJE
1
B.2.3-8 (8)
DEAD
1
B.2.3-8 (8)
LIVE
0.75
No No
No Linear Add
No
B.2.3-8 (8)
Lr
0.75
B.2.3-8 (8)
ExDIS
-0.1575
No
B.2.3-8 (8)
EyDIS
0.525
No
B.2.3-8 (8)
EMPUJE
1
No
B.2.3-9
DEAD
0.6
B.2.3-9
EMPUJE
1
B.2.3-10 (1)
DEAD
0.6
B.2.3-10 (1)
ExDIS
0.7
No
B.2.3-10 (1)
EyDIS
0.21
No
B.2.3-10 (1)
EMPUJE
1
B.2.3-10 (2)
DEAD
0.6
B.2.3-10 (2)
ExDIS
0.7
No
B.2.3-10 (2)
EyDIS
-0.21
No
B.2.3-10 (2)
EMPUJE
1
B.2.3-10 (3)
DEAD
0.6
B.2.3-10 (3)
ExDIS
-0.7
No
B.2.3-10 (3)
EyDIS
-0.21
No
B.2.3-10 (3)
EMPUJE
1
B.2.3-10 (4)
DEAD
0.6
B.2.3-10 (4)
ExDIS
-0.7
No
B.2.3-10 (4)
EyDIS
0.21
No
B.2.3-10 (4)
EMPUJE
1
B.2.3-10 (5)
DEAD
0.6
B.2.3-10 (5)
ExDIS
0.21
No
B.2.3-10 (5)
EyDIS
0.7
No
Page 31 of 290
Linear Add
No
Linear Add
No
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-10 (5)
EMPUJE
1
B.2.3-10 (6)
DEAD
0.6
B.2.3-10 (6)
ExDIS
0.21
No
B.2.3-10 (6)
EyDIS
-0.7
No
B.2.3-10 (6)
EMPUJE
1
B.2.3-10 (7)
DEAD
0.6
B.2.3-10 (7)
ExDIS
-0.21
No
B.2.3-10 (7)
EyDIS
-0.7
No
B.2.3-10 (7)
EMPUJE
1
B.2.3-10 (8)
DEAD
0.6
B.2.3-10 (8)
ExDIS
-0.21
No
B.2.3-10 (8)
EyDIS
0.7
No
Type
Auto
Linear Add
No
No
No Linear Add
No
No Linear Add
No
B.2.3-10 (8)
EMPUJE
1
ENVOLVENTE DE SERVICIO
B.2.3-1
1
ENVOLVENTE DE SERVICIO
B.2.3-2
1
No
ENVOLVENTE DE SERVICIO
B.2.3-3 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-4 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-5
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-6 (8)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-7 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-8 (8)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-9
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (1)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (2)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (3)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (4)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (5)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (6)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (7)
1
No
ENVOLVENTE DE SERVICIO
B.2.3-10 (8)
1
ENVOLVENTE MAYORADA
B.2.4-1
1
Page 32 of 290
No Envelope
No
No Envelope
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
ENVOLVENTE MAYORADA
B.2.4-2 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-3 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-4 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (2)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (3)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (4)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (5)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (6)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (7)
1
No
ENVOLVENTE MAYORADA
B.2.4-5 (8)
1
No
ENVOLVENTE MAYORADA
B.2.4-6
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (1)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (2)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (3)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (4)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (5)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (6)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (7)
1
No
ENVOLVENTE MAYORADA
B.2.4-7 (8)
1
No
B.2.3-3 (2)
DEAD
1
B.2.3-3 (2)
EMPUJE
1
B.2.3-3 (2)
GRANIZO
1
B.2.3-4 (2)
DEAD
1
B.2.3-4 (2)
LIVE
0.75
No
B.2.3-4 (2)
GRANIZO
0.75
No
B.2.3-4 (2)
EMPUJE
1
B.2.3-7 (2)
DEAD
1
B.2.3-7 (2)
LIVE
0.75
No
B.2.3-7 (2)
GRANIZO
0.75
No
B.2.3-7 (2)
EMPUJE
1
B.2.3-8 (9)
DEAD
1
B.2.3-8 (9)
LIVE
0.75
B.2.3-8 (9)
GRANIZO
0.75
No
B.2.3-8 (9)
ExDIS
0.525
No
B.2.3-8 (9)
EyDIS
0.1575
No
B.2.3-8 (9)
EMPUJE
1
No
B.2.3-8 (10)
DEAD
1
B.2.3-8 (10)
LIVE
0.75
No
B.2.3-8 (10)
GRANIZO
0.75
No
B.2.3-8 (10)
ExDIS
0.525
No
B.2.3-8 (10)
EyDIS
-0.1575
No
B.2.3-8 (10)
EMPUJE
1
B.2.3-8 (11)
DEAD
1
B.2.3-8 (11)
LIVE
0.75
Page 33 of 290
Type
Linear Add
Auto
No No No
Linear Add
No
No Linear Add
No
No Linear Add
No No
Linear Add
No
No Linear Add
No No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.3-8 (11)
GRANIZO
0.75
B.2.3-8 (11)
ExDIS
-0.525
No
B.2.3-8 (11)
EyDIS
-0.1575
No
B.2.3-8 (11)
EMPUJE
1
B.2.3-8 (12)
DEAD
1
Type
Auto No
No Linear Add
No
B.2.3-8 (12)
LIVE
0.75
No
B.2.3-8 (12)
GRANIZO
0.75
No
B.2.3-8 (12)
ExDIS
-0.525
No
B.2.3-8 (12)
EyDIS
0.1575
No
B.2.3-8 (12)
EMPUJE
1
B.2.3-8 (13)
DEAD
1
B.2.3-8 (13)
LIVE
0.75
No
B.2.3-8 (13)
GRANIZO
0.75
No
B.2.3-8 (13)
ExDIS
0.1575
No
B.2.3-8 (13)
EyDIS
0.525
No
B.2.3-8 (13)
EMPUJE
1
No
B.2.3-8 (14)
DEAD
1
B.2.3-8 (14)
LIVE
0.75
No
B.2.3-8 (14)
GRANIZO
0.75
No
B.2.3-8 (14)
ExDIS
0.1575
No
B.2.3-8 (14)
EyDIS
-0.525
No
B.2.3-8 (14)
EMPUJE
1
B.2.3-8 (15)
DEAD
1
B.2.3-8 (15)
LIVE
0.75
No
B.2.3-8 (15)
GRANIZO
0.75
No
B.2.3-8 (15)
ExDIS
-0.1575
No
B.2.3-8 (15)
EyDIS
-0.525
No
B.2.3-8 (15)
EMPUJE
1
No
B.2.3-8 (16)
DEAD
1
B.2.3-8 (16)
LIVE
0.75
No
B.2.3-8 (16)
GRANIZO
0.75
No
B.2.3-8 (16)
ExDIS
-0.1575
No
B.2.3-8 (16)
EyDIS
0.525
No
B.2.3-8 (16)
EMPUJE
1
B.2.4-2 (2)
DEAD
1.2
No Linear Add
Linear Add
No
No
No Linear Add
Linear Add
No
No
No Linear Add
No
B.2.4-2 (2)
LIVE
1.6
No
B.2.4-2 (2)
GRANIZO
0.5
No
B.2.4-2 (2)
EMPUJE
1.6
B.2.4-3 (2)
DEAD
1.2
B.2.4-3 (2)
GRANIZO
1.6
No
B.2.4-3 (2)
LIVE
1
No
B.2.4-4 (2)
DEAD
1.2
B.2.4-4 (2)
LIVE
1
No
B.2.4-4 (2)
GRANIZO
0.5
No
B.2.4-5 (1) DER
DEAD
1.2
Page 34 of 290
No Linear Add
Linear Add
Linear Add
No
No
No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Name
Load Case/Combo
Scale Factor
B.2.4-5 (1) DER
LIVE
1
B.2.4-5 (1) DER
SX
1
No
B.2.4-5 (1) DER
SY
0.3
No
B.2.4-5 (2) DER
DEAD
1.2
B.2.4-5 (2) DER
LIVE
1
B.2.4-5 (2) DER
SX
1
No
B.2.4-5 (2) DER
SY
-0.3
No
B.2.4-5 (3) DER
DEAD
1.2
B.2.4-5 (3) DER
LIVE
1
No
B.2.4-5 (3) DER
SX
-1
No
B.2.4-5 (3) DER
SY
-0.3
B.2.4-5 (4) DER
DEAD
1.2
B.2.4-5 (4) DER
LIVE
1
No
B.2.4-5 (4) DER
SX
-1
No
Type
Auto No
Linear Add
No No
Linear Add
No
No Linear Add
No
B.2.4-5 (4) DER
SY
0.3
B.2.4-5 (5) DER
DEAD
1.2
No
B.2.4-5 (5) DER
LIVE
1
No
B.2.4-5 (5) DER
SX
0.3
No
Linear Add
No
B.2.4-5 (5) DER
SY
1
B.2.4-5 (6) DER
DEAD
1.2
No
B.2.4-5 (6) DER
LIVE
1
No
B.2.4-5 (6) DER
SX
0.3
No
Linear Add
No
B.2.4-5 (6) DER
SY
-1
B.2.4-5 (7) DER
DEAD
1.2
No
B.2.4-5 (7) DER
LIVE
1
No
B.2.4-5 (7) DER
SX
-0.3
No
Linear Add
No
B.2.4-5 (7) DER
SY
-1
B.2.4-5 (8) DER
DEAD
1.2
No
B.2.4-5 (8) DER
LIVE
1
No
B.2.4-5 (8) DER
SX
-0.3
No
Linear Add
No
B.2.4-5 (8) DER
SY
1
B.2.4-7 (1) DER
DEAD
0.9
B.2.4-7 (1) DER
SX
1
No
B.2.4-7 (1) DER
SY
0.3
No
B.2.4-7 (1) DER
EMPUJE
1.6
B.2.4-7 (2) DER
DEAD
0.9
B.2.4-7 (2) DER
SX
1
No
B.2.4-7 (2) DER
SY
-0.3
No
B.2.4-7 (2) DER
EMPUJE
1.6
B.2.4-7 (3) DER
DEAD
0.9
B.2.4-7 (3) DER
SX
-1
No
B.2.4-7 (3) DER
SY
-0.3
No
B.2.4-7 (3) DER
EMPUJE
1.6
B.2.4-7 (4) DER
DEAD
0.9
B.2.4-7 (4) DER
SX
-1
Page 35 of 290
No Linear Add
No
No Linear Add
No
No Linear Add
No
No Linear Add
No No
Loads
4/02/2019
Table 4.7 - Load Combinations (continued) Load Case/Combo
Scale Factor
B.2.4-7 (4) DER
SY
0.3
B.2.4-7 (4) DER
EMPUJE
1.6
B.2.4-7 (5) DER
DEAD
0.9
B.2.4-7 (5) DER
SX
0.3
B.2.4-7 (5) DER
SY
1
No
B.2.4-7 (5) DER
EMPUJE
1.6
No
B.2.4-7 (6) DER
DEAD
0.9
B.2.4-7 (6) DER
SX
0.3
Name
Type
Auto No No
Linear Add
No No
Linear Add
No No
B.2.4-7 (6) DER
SY
-1
No
B.2.4-7 (6) DER
EMPUJE
1.6
No
B.2.4-7 (7) DER
DEAD
0.9
B.2.4-7 (7) DER
SX
-0.3
Linear Add
No No
B.2.4-7 (7) DER
SY
-1
No
B.2.4-7 (7) DER
EMPUJE
1.6
No
B.2.4-7 (8) DER
DEAD
0.9
B.2.4-7 (8) DER
SX
-0.3
Linear Add
No No
B.2.4-7 (8) DER
SY
1
No
B.2.4-7 (8) DER
EMPUJE
1.6
No
Page 36 of 290
Analysis Results
4/02/2019
5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions (Part 1 of 2) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
DEAD
0
0
70880.0809
23060316
-16693012
0
LIVE
0
0
22115.46
6068960.4
-5128016
0
SX Max
64211.7327
9316.4512
0
4048407.5949
27843274
19884187
SY Max
8584.4443
64212.7646
0
27934138
3765969.1454
19910260
Lr
0
0
0
0
0
0
EMPUJE
0
0
0
0
0
0
GRANIZO
0
0
187
74800
-70405.5
0
Sx Estatico
-61302.2053
0
0
0
-27196259
19974647
Sy Estatico
0
-61302.2053
0
27196259
0
-14789912
B.2.4-1
0
0
99232.1133
32284442
-23370216
0
B.2.4-2 (1)
0
0
120440.8331
37382716
-28236439
0
B.2.4-3 (1)
0
0
107171.5571
33741340
-25159630
0
B.2.4-5 (1) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (1) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-6
0
0
63792.0728
20754284
-15023711
0
B.2.4-7 (1) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (1) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.3-1
0
0
70880.0809
23060316
-16693012
0
B.2.3-2
0
0
92995.5409
29129276
-21821027
0
B.2.3-3 (1)
0
0
70880.0809
23060316
-16693012
0
ExDIS Max
11468.2155
1663.9182
0
723045.5965
ExDIS Min
-11468.2155 -1663.9182
0
-723045.5965
4972808.7313 3551315.8325 -4972809
-3551316
EyDIS Max
1533.1817
11468.3998
0
4989037.1311
672602.0894
3555972.4606
EyDIS Min
-1533.1817 -11468.3998
0
-4989037
-672602.0894
-3555972
B.2.4-4 (1)
0
0
107171.5571
33741340
-25159630
0
B.2.4-5 (2) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (2) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (3) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (3) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (4) Max
11928.17
5104.4381
107171.5571
35961096
-19985040
4618107.5706
B.2.4-5 (4) Min
-11928.17
-5104.4381
107171.5571
31521583
-30334219
-4618108
B.2.4-5 (5) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (5) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (6) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (6) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (7) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (7) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-5 (8) Max
4973.6464
11967.5752 107171.5571
38947290
-22995185
4621367.2103
B.2.4-5 (8) Min
-4973.6464 -11967.5752 107171.5571
28535389
-27324074
-4621367
B.2.4-7 (2) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (2) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
Page 37 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm 4618107.5706
B.2.4-7 (3) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
B.2.4-7 (3) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.4-7 (4) Max
11928.17
5104.4381
63792.0728
22974041
-9849121
4618107.5706
B.2.4-7 (4) Min
-11928.17
-5104.4381
63792.0728
18534528
-20198300
-4618108
B.2.4-7 (5) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (5) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367
B.2.4-7 (6) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (6) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367 4621367.2103
B.2.4-7 (7) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
B.2.4-7 (7) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367
B.2.4-7 (8) Max
4973.6464
11967.5752
63792.0728
25960235
-12859266
4621367.2103
B.2.4-7 (8) Min
-4973.6464 -11967.5752
63792.0728
15548334
-17188155
-4621367 0
B.2.3-4 (1)
0
0
87466.6759
27612036
-20539024
B.2.3-5
0
0
70880.0809
23060316
-16693012
0
B.2.3-6 (1) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
3232675.2994
B.2.3-6 (1) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675 3232675.2994
B.2.3-6 (2) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
B.2.3-6 (2) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675
B.2.3-6 (3) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
3232675.2994
B.2.3-6 (3) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675 3232675.2994
B.2.3-6 (4) Max
8349.719
3573.1067
70880.0809
24614146
-13070799
B.2.3-6 (4) Min
-8349.719
-3573.1067
70880.0809
21506486
-20315224
-3232675
B.2.3-6 (5) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (5) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957 3234957.0472
B.2.3-6 (6) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
B.2.3-6 (6) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-6 (7) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (7) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-6 (8) Max
3481.5525
8377.3026
70880.0809
26704482
-15177900
3234957.0472
B.2.3-6 (8) Min
-3481.5525
-8377.3026
70880.0809
19416150
-18208123
-3234957
B.2.3-7 (1)
0
0
87466.6759
27612036
-20539024
0
B.2.3-8 (1) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
2424506.4746
B.2.3-8 (1) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506 2424506.4746
B.2.3-8 (2) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
B.2.3-8 (2) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506
B.2.3-8 (3) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
2424506.4746
B.2.3-8 (3) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506 2424506.4746
B.2.3-8 (4) Max
6262.2892
2679.83
87466.6759
28777409
-17822364
B.2.3-8 (4) Min
-6262.2892
-2679.83
87466.6759
26446664
-23255683
-2424506
B.2.3-8 (5) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (5) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218 2426217.7854
B.2.3-8 (6) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
B.2.3-8 (6) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
B.2.3-8 (7) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (7) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
Page 38 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
B.2.3-8 (8) Max
2611.1644
6282.977
87466.6759
30345161
-19402690
2426217.7854
B.2.3-8 (8) Min
-2611.1644
-6282.977
87466.6759
24878912
-21675357
-2426218
B.2.3-9
0
0
42528.0486
13836190
-10015807
0 3232675.2994
B.2.3-10 (1) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
B.2.3-10 (1) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (2) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (2) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (3) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (3) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (4) Max
8349.719
3573.1067
42528.0486
15390019
-6393594
3232675.2994
B.2.3-10 (4) Min
-8349.719
-3573.1067
42528.0486
12282360
-13638020
-3232675
B.2.3-10 (5) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (5) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (6) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (6) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (7) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (7) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
B.2.3-10 (8) Max
3481.5525
8377.3026
42528.0486
17480355
-8500696
3234957.0472
B.2.3-10 (8) Min
-3481.5525
-8377.3026
42528.0486
10192024
-11530918
-3234957
ENVOLVENTE DE SERVICIO Max
8349.719
8377.3026
92995.5409
30345161
-6393594
3234957.0472
ENVOLVENTE DE SERVICIO Min
-8349.719
-8377.3026
42528.0486
10192024
-23255683
-3234957
ENVOLVENTE MAYORADA Max
11928.17
11967.5752 120440.8331
38947290
-9849121
4621367.2103
ENVOLVENTE MAYORADA Min
-11928.17
-11967.5752
63792.0728
15548334
-30334219
-4621367
B.2.3-3 (2)
0
0
71067.0809
23135116
-16763417
0
B.2.3-4 (2)
0
0
87606.9259
27668136
-20591828
0
B.2.3-7 (2)
0
0
87606.9259
27668136
-20591828
0
B.2.3-8 (9) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (9) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506 2424506.4746
B.2.3-8 (10) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
B.2.3-8 (10) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (11) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (11) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (12) Max
6262.2892
2679.83
87606.9259
28833509
-17875168
2424506.4746
B.2.3-8 (12) Min
-6262.2892
-2679.83
87606.9259
26502764
-23308487
-2424506
B.2.3-8 (13) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (13) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (14) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (14) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (15) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (15) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.3-8 (16) Max
2611.1644
6282.977
87606.9259
30401261
-19455494
2426217.7854
B.2.3-8 (16) Min
-2611.1644
-6282.977
87606.9259
24935012
-21728161
-2426218
B.2.4-2 (2)
0
0
120534.3331
37420116
-28271642
0
B.2.4-3 (2)
0
0
107470.7571
33861020
-25272279
0
B.2.4-4 (2)
0
0
107265.0571
33778740
-25194833
0
Page 39 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 1 of 2, continued) Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
MY kgf-cm
MZ kgf-cm
B.2.4-5 (1) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (1) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (2) DER Max
66787.066
46169989
3813434.9259
25857265 -25857265
28580.2805 107171.5571
B.2.4-5 (2) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
B.2.4-5 (3) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (3) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (4) DER Max
66787.066
28580.2805 107171.5571
46169989
3813434.9259
25857265
B.2.4-5 (4) DER Min
-66787.066 -28580.2805 107171.5571
21312691
-54132695
-25857265
B.2.4-5 (5) DER Max
27847.9641 67007.6999 107171.5571
62890000
B.2.4-5 (5) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
B.2.4-5 (6) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (6) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
B.2.4-5 (7) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (7) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
B.2.4-5 (8) DER Max
27847.9641 67007.6999 107171.5571
B.2.4-5 (8) DER Min
-27847.9641 -67007.6999 107171.5571 4592678.8952
62890000
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
-13040678
25875516
-37278581
-25875516
B.2.4-7 (1) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (1) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (2) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (2) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (3) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (3) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (4) DER Max
66787.066
28580.2805
63792.0728
33182934
13949354
25857265
B.2.4-7 (4) DER Min
-66787.066 -28580.2805
63792.0728
8325635.2976
-43996775
-25857265
B.2.4-7 (5) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (5) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (6) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (6) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (7) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (7) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
B.2.4-7 (8) DER Max
27847.9641 67007.6999
63792.0728
49902945
-2904759
25875516
B.2.4-7 (8) DER Min
-27847.9641 -67007.6999
63792.0728
-8394376
-27142662
-25875516
Table 5.1 - Base Reactions (Part 2 of 2) Load Case/Combo
X m
Y m
Z m
DEAD
0
0
0
LIVE
0
0
0
SX Max
0
0
0
SY Max
0
0
0
Lr
0
0
0
EMPUJE
0
0
0
GRANIZO
0
0
0
Sx Estatico
0
0
0
Sy Estatico
0
0
0
Page 40 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.4-1
0
0
0
B.2.4-2 (1)
0
0
0
B.2.4-3 (1)
0
0
0
B.2.4-5 (1) Max
0
0
0
B.2.4-5 (1) Min
0
0
0
B.2.4-6
0
0
0
B.2.4-7 (1) Max
0
0
0
B.2.4-7 (1) Min
0
0
0
B.2.3-1
0
0
0
B.2.3-2
0
0
0
B.2.3-3 (1)
0
0
0
ExDIS Max
0
0
0
ExDIS Min
0
0
0
EyDIS Max
0
0
0
EyDIS Min
0
0
0
B.2.4-4 (1)
0
0
0
B.2.4-5 (2) Max
0
0
0
B.2.4-5 (2) Min
0
0
0
B.2.4-5 (3) Max
0
0
0
B.2.4-5 (3) Min
0
0
0
B.2.4-5 (4) Max
0
0
0
B.2.4-5 (4) Min
0
0
0
B.2.4-5 (5) Max
0
0
0
B.2.4-5 (5) Min
0
0
0
B.2.4-5 (6) Max
0
0
0
B.2.4-5 (6) Min
0
0
0
B.2.4-5 (7) Max
0
0
0
B.2.4-5 (7) Min
0
0
0
B.2.4-5 (8) Max
0
0
0
B.2.4-5 (8) Min
0
0
0
B.2.4-7 (2) Max
0
0
0
B.2.4-7 (2) Min
0
0
0
B.2.4-7 (3) Max
0
0
0
B.2.4-7 (3) Min
0
0
0
B.2.4-7 (4) Max
0
0
0
B.2.4-7 (4) Min
0
0
0
B.2.4-7 (5) Max
0
0
0
B.2.4-7 (5) Min
0
0
0
B.2.4-7 (6) Max
0
0
0
B.2.4-7 (6) Min
0
0
0
B.2.4-7 (7) Max
0
0
0
B.2.4-7 (7) Min
0
0
0
B.2.4-7 (8) Max
0
0
0
B.2.4-7 (8) Min
0
0
0
B.2.3-4 (1)
0
0
0
Page 41 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.3-5
0
0
0
B.2.3-6 (1) Max
0
0
0
B.2.3-6 (1) Min
0
0
0
B.2.3-6 (2) Max
0
0
0
B.2.3-6 (2) Min
0
0
0
B.2.3-6 (3) Max
0
0
0
B.2.3-6 (3) Min
0
0
0
B.2.3-6 (4) Max
0
0
0
B.2.3-6 (4) Min
0
0
0
B.2.3-6 (5) Max
0
0
0
B.2.3-6 (5) Min
0
0
0
B.2.3-6 (6) Max
0
0
0
B.2.3-6 (6) Min
0
0
0
B.2.3-6 (7) Max
0
0
0
B.2.3-6 (7) Min
0
0
0
B.2.3-6 (8) Max
0
0
0
B.2.3-6 (8) Min
0
0
0
B.2.3-7 (1)
0
0
0
B.2.3-8 (1) Max
0
0
0
B.2.3-8 (1) Min
0
0
0
B.2.3-8 (2) Max
0
0
0
B.2.3-8 (2) Min
0
0
0
B.2.3-8 (3) Max
0
0
0
B.2.3-8 (3) Min
0
0
0
B.2.3-8 (4) Max
0
0
0
B.2.3-8 (4) Min
0
0
0
B.2.3-8 (5) Max
0
0
0
B.2.3-8 (5) Min
0
0
0
B.2.3-8 (6) Max
0
0
0
B.2.3-8 (6) Min
0
0
0
B.2.3-8 (7) Max
0
0
0
B.2.3-8 (7) Min
0
0
0
B.2.3-8 (8) Max
0
0
0
B.2.3-8 (8) Min
0
0
0
B.2.3-9
0
0
0
B.2.3-10 (1) Max
0
0
0
B.2.3-10 (1) Min
0
0
0
B.2.3-10 (2) Max
0
0
0
B.2.3-10 (2) Min
0
0
0
B.2.3-10 (3) Max
0
0
0
B.2.3-10 (3) Min
0
0
0
B.2.3-10 (4) Max
0
0
0
B.2.3-10 (4) Min
0
0
0
B.2.3-10 (5) Max
0
0
0
B.2.3-10 (5) Min
0
0
0
Page 42 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.3-10 (6) Max
0
0
0
B.2.3-10 (6) Min
0
0
0
B.2.3-10 (7) Max
0
0
0
B.2.3-10 (7) Min
0
0
0
B.2.3-10 (8) Max
0
0
0
B.2.3-10 (8) Min
0
0
0
ENVOLVENTE DE SERVICIO Max
0
0
0
ENVOLVENTE DE SERVICIO Min
0
0
0
ENVOLVENTE MAYORADA Max
0
0
0
ENVOLVENTE MAYORADA Min
0
0
0
B.2.3-3 (2)
0
0
0
B.2.3-4 (2)
0
0
0
B.2.3-7 (2)
0
0
0
B.2.3-8 (9) Max
0
0
0
B.2.3-8 (9) Min
0
0
0
B.2.3-8 (10) Max
0
0
0
B.2.3-8 (10) Min
0
0
0
B.2.3-8 (11) Max
0
0
0
B.2.3-8 (11) Min
0
0
0
B.2.3-8 (12) Max
0
0
0
B.2.3-8 (12) Min
0
0
0
B.2.3-8 (13) Max
0
0
0
B.2.3-8 (13) Min
0
0
0
B.2.3-8 (14) Max
0
0
0
B.2.3-8 (14) Min
0
0
0
B.2.3-8 (15) Max
0
0
0
B.2.3-8 (15) Min
0
0
0
B.2.3-8 (16) Max
0
0
0
B.2.3-8 (16) Min
0
0
0
B.2.4-2 (2)
0
0
0
B.2.4-3 (2)
0
0
0
B.2.4-4 (2)
0
0
0
B.2.4-5 (1) DER Max
0
0
0
B.2.4-5 (1) DER Min
0
0
0
B.2.4-5 (2) DER Max
0
0
0
B.2.4-5 (2) DER Min
0
0
0
B.2.4-5 (3) DER Max
0
0
0
B.2.4-5 (3) DER Min
0
0
0
B.2.4-5 (4) DER Max
0
0
0
B.2.4-5 (4) DER Min
0
0
0
B.2.4-5 (5) DER Max
0
0
0
B.2.4-5 (5) DER Min
0
0
0
B.2.4-5 (6) DER Max
0
0
0
B.2.4-5 (6) DER Min
0
0
0
B.2.4-5 (7) DER Max
0
0
0
Page 43 of 290
Analysis Results
4/02/2019
Table 5.1 - Base Reactions (Part 2 of 2, continued) Load Case/Combo
X m
Y m
Z m
B.2.4-5 (7) DER Min
0
0
0
B.2.4-5 (8) DER Max
0
0
0
B.2.4-5 (8) DER Min
0
0
0
B.2.4-7 (1) DER Max
0
0
0
B.2.4-7 (1) DER Min
0
0
0
B.2.4-7 (2) DER Max
0
0
0
B.2.4-7 (2) DER Min
0
0
0
B.2.4-7 (3) DER Max
0
0
0
B.2.4-7 (3) DER Min
0
0
0
B.2.4-7 (4) DER Max
0
0
0
B.2.4-7 (4) DER Min
0
0
0
B.2.4-7 (5) DER Max
0
0
0
B.2.4-7 (5) DER Min
0
0
0
B.2.4-7 (6) DER Max
0
0
0
B.2.4-7 (6) DER Min
0
0
0
B.2.4-7 (7) DER Max
0
0
0
B.2.4-7 (7) DER Min
0
0
0
B.2.4-7 (8) DER Max
0
0
0
B.2.4-7 (8) DER Min
0
0
0
Table 5.2 - Centers of Mass and Rigidity Cumulative Cumulative X Y kg kg
Story
Diaphragm
Mass X Mass Y kg kg
XCM m
YCM m
Story1
D1
33301.44 33301.44
2.2895
3.2063
33301.44
Story2
D2
31141.44 31141.44
2.3308
3.172
31141.44
Story3
D3
3.3715
4
0
0
0
XCCM m
YCCM m
XCR m
YCR m
33301.44
2.2895
3.2063
31141.44
2.3308
3.172
0
0
0
X m
Y m
Z m
Table 5.3 - Diaphragm Center of Mass Displacements UX mm
UY mm
DEAD
-0.08
-0.093
-6E-06
13
3.3715
4
7.5
LIVE
-0.065
-0.056
-3E-06
13
3.3715
4
7.5
D3
SX Max
15.463
3.621
0.002501
13
3.3715
4
7.5
Story3
D3
SY Max
2.27
15.53
0.00098
13
3.3715
4
7.5
Story3
D3
Lr
0
0
0
13
3.3715
4
7.5
Story3
D3
EMPUJE
0
0
0
13
3.3715
4
7.5
Story3
D3
GRANIZO
0.003
13
3.3715
4
7.5
Story3
D3
Sx Estatico
15.49
0.584
0.000513
13
3.3715
4
7.5
Story3
D3
Sy Estatico
-0.055
14.844
0.000217
13
3.3715
4
7.5
Story3
D3
B.2.4-1
-0.112
-0.13
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.4-2 (1)
-0.2
-0.201
-1.3E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-3 (1)
-0.161
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) Max
2.723
1.311
0.000488
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) Min
-3.044
-1.646
-0.00051
13
3.3715
4
7.5
Story
Diaphragm
Load Case/Combo
Story3
D3
Story3
D3
Story3
RZ rad
-0.0002503 -3.892E-08
Page 44 of 290
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
X m
Y m
Z m
D3
B.2.4-6
-0.072
-0.084
-5E-06
D3
B.2.4-7 (1) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
13
3.3715
4
Story3
D3
B.2.4-7 (1) Min
-2.955
-1.563
-0.000505
7.5
13
3.3715
4
7.5
Story3
D3
B.2.3-1
-0.08
-0.093
Story3
D3
B.2.3-2
-0.145
-0.149
-6E-06
13
3.3715
4
7.5
-9E-06
13
3.3715
4
Story3
D3
B.2.3-3 (1)
-0.08
-0.093
7.5
-6E-06
13
3.3715
4
Story3
D3
ExDIS Max
2.762
7.5
0.647
0.000447
13
3.3715
4
Story3
D3
ExDIS Min
-2.762
7.5
-0.647
-0.000447
13
3.3715
4
7.5
Story3
D3
EyDIS Max
0.405
2.774
0.000175
Story3
D3
EyDIS Min
-0.405
-2.774
-0.000175
13
3.3715
4
7.5
13
3.3715
4
Story3
D3
B.2.4-4 (1)
-0.161
-0.168
-1.1E-05
7.5
13
3.3715
4
Story3
D3
B.2.4-5 (2) Max
2.723
1.311
7.5
0.000488
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) Min
-3.044
Story3
D3
B.2.4-5 (3) Max
2.723
-1.646
-0.00051
13
3.3715
4
7.5
1.311
0.000488
13
3.3715
4
Story3
D3
B.2.4-5 (3) Min
7.5
-3.044
-1.646
-0.00051
13
3.3715
4
Story3
D3
7.5
B.2.4-5 (4) Max
2.723
1.311
0.000488
13
3.3715
4
7.5
Story3 Story3
D3
B.2.4-5 (4) Min
-3.044
-1.646
-0.00051
13
3.3715
4
7.5
D3
B.2.4-5 (5) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) Max
1.073
2.8
0.000298
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) Min
-1.395
-3.135
-0.00032
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) Max
2.812
1.395
0.000494
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) Min
-2.955
-1.563
-0.000505
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) Max
1.162
2.884
0.000304
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) Min
-1.306
-3.052
-0.000315
13
3.3715
4
7.5
Story3
D3
B.2.3-4 (1)
-0.129
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-5
-0.08
-0.093
-6E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (1) Max
1.939
0.942
0.000343
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (1) Min
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (2) Max
1.939
0.942
0.000343
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (2) Min
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
Story
Diaphragm
Story3 Story3
Page 45 of 290
RZ rad
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
RZ rad
Point
X m
Y m
Z m
0.942
0.000343
13
3.3715
4
7.5
-1.128
-0.000356
13
3.3715
4
7.5
0.942
0.000343
13
3.3715
4
7.5
-2.098
-1.128
-0.000356
13
3.3715
4
7.5
0.784
1.984
0.00021
13
3.3715
4
7.5
B.2.3-6 (5) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
D3
B.2.3-6 (6) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (6) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (7) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (7) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (8) Max
0.784
1.984
0.00021
13
3.3715
4
7.5
Story3
D3
B.2.3-6 (8) Min
-0.943
-2.171
-0.000222
13
3.3715
4
7.5
Story3
D3
B.2.3-7 (1)
-0.129
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (1) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (1) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (2) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (2) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (3) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (3) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (4) Max
1.385
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (4) Min
-1.642
-0.911
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (5) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (5) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (6) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (6) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (7) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (7) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (8) Max
0.519
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (8) Min
-0.776
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-9
-0.048
-0.056
-4E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (1) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (1) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (2) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (2) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (3) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (3) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (4) Max
1.971
0.979
0.000346
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (4) Min
-2.066
-1.091
-0.000353
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (5) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (5) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (6) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (6) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (7) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (7) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
B.2.3-10 (8) Max
0.816
2.021
0.000213
13
3.3715
4
7.5
Story
Diaphragm
Load Case/Combo
Story3
D3
B.2.3-6 (3) Max
1.939
Story3
D3
B.2.3-6 (3) Min
-2.098
Story3
D3
B.2.3-6 (4) Max
1.939
Story3
D3
B.2.3-6 (4) Min
Story3
D3
B.2.3-6 (5) Max
Story3
D3
Story3
UY mm
Page 46 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Story
Diaphragm
Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
Story3
D3
B.2.3-10 (8) Min
-0.912
-2.133
-0.00022
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE DE SERVICIO Max
1.971
2.021
0.000346
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE DE SERVICIO Min
-2.098
-2.171
-0.000356
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE MAYORADA Max
2.812
2.884
0.000494
13
3.3715
4
7.5
Story3
D3
ENVOLVENTE MAYORADA Min
-3.044
-3.135
-0.00051
13
3.3715
4
7.5
Story3
D3
B.2.3-3 (2)
-0.077
-0.093
-6E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-4 (2)
-0.126
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-7 (2)
-0.126
-0.135
-9E-06
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (9) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (9) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (10) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (10) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (11) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (11) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (12) Max
1.387
0.641
0.000253
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (12) Min
-1.64
-0.912
-0.000271
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (13) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (13) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (14) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (14) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (15) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (15) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (16) Max
0.521
1.423
0.000154
13
3.3715
4
7.5
Story3
D3
B.2.3-8 (16) Min
-0.774
-1.693
-0.000171
13
3.3715
4
7.5
Story3
D3
B.2.4-2 (2)
-0.198
-0.201
-1.3E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-3 (2)
-0.156
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-4 (2)
-0.159
-0.168
-1.1E-05
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (1) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (2) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (3) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (3) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (4) DER Max
15.983
8.112
0.002784
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (4) DER Min
-16.305
-8.447
-0.002806
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (5) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (6) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (7) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) DER Max
6.748
16.449
0.00172
13
3.3715
4
7.5
Story3
D3
B.2.4-5 (8) DER Min
-7.069
-16.784
-0.001741
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (1) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Page 47 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
D3
B.2.4-7 (1) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
D3
B.2.4-7 (2) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (2) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (3) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) DER Max
16.072
8.196
0.00279
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (4) DER Min
-16.216
-8.364
-0.002801
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (5) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (6) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (7) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) DER Max
6.837
16.532
0.001725
13
3.3715
4
7.5
Story3
D3
B.2.4-7 (8) DER Min
-6.98
-16.7
-0.001736
13
3.3715
4
7.5
Story2
D2
DEAD
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
LIVE
0.001
-0.047
-2.288E-07
17
2.3308
3.172
5
Story2
D2
SX Max
13.761
1.826
0.00215
17
2.3308
3.172
5
Story2
D2
SY Max
1.8
12.39
0.000799
17
2.3308
3.172
5
Story2
D2
Lr
0
0
0
17
2.3308
3.172
5
Story2
D2
EMPUJE
0
0
0
Story2
D2
GRANIZO
Story2
D2
Sx Estatico
12.649
0.033
Story2
D2
Sy Estatico
0.109
11.955
Story2
D2
B.2.4-1
0.012
-0.105
-2E-06
17
Story2
D2
B.2.4-2 (1)
0.013
-0.165
-2E-06
17
Story2
D2
B.2.4-3 (1)
0.012
-0.137
-2E-06
17
Story2
D2
B.2.4-5 (1) Max
2.566
0.853
0.000425
Story2
D2
B.2.4-5 (1) Min
-2.542
-1.127
Story2
D2
B.2.4-6
0.008
-0.067
Story2
D2
B.2.4-7 (1) Max
2.562
Story2
D2
B.2.4-7 (1) Min
Story2
D2
B.2.3-1
Story2
D2
B.2.3-2
0.01
Story2
D2
B.2.3-3 (1)
0.009
Story2
D2
ExDIS Max
2.458
Story2
D2
ExDIS Min
-2.458
Story2
D2
EyDIS Max
0.322
2.213
0.000143
17
Story2
D2
EyDIS Min
-0.322
-2.213
-0.000143
17
Story2
D2
B.2.4-4 (1)
0.012
-0.137
-2E-06
17
Story2
D2
B.2.4-5 (2) Max
2.566
0.853
0.000425
17
Story2
D2
B.2.4-5 (2) Min
-2.542
-1.127
-0.000429
Story2
D2
B.2.4-5 (3) Max
2.566
0.853
0.000425
Story2
D2
B.2.4-5 (3) Min
-2.542
-1.127
-0.000429
Story2
D2
B.2.4-5 (4) Max
2.566
0.853
0.000425
Story
Diaphragm
Story3 Story3
17
2.3308
3.172
5
17
2.3308
3.172
5
0.000485
17
2.3308
3.172
5
0.000193
17
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
17
2.3308
3.172
5
-0.000429
17
2.3308
3.172
5
-1E-06
17
2.3308
3.172
5
0.922
0.000426
17
2.3308
3.172
5
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
0.009
-0.075
-1E-06
17
2.3308
3.172
5
-0.122
-2E-06
17
2.3308
3.172
5
-0.075
-1E-06
17
2.3308
3.172
5
0.326
0.000384
17
2.3308
3.172
5
-0.326
-0.000384
17
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
17
2.3308
3.172
5
0.0004751 -0.0001213 -2.558E-08
Page 48 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
X m
Y m
Z m
D2
B.2.4-5 (4) Min
-2.542
-1.127
-0.000429
D2
B.2.4-5 (5) Max
1.071
2.174
0.000256
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.4-5 (5) Min
-1.047
-2.448
-0.00026
5
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) Max
1.071
2.174
Story2
D2
B.2.4-5 (6) Min
-1.047
-2.448
0.000256
17
2.3308
3.172
5
-0.00026
17
2.3308
3.172
Story2
D2
B.2.4-5 (7) Max
1.071
5
2.174
0.000256
17
2.3308
3.172
Story2
D2
B.2.4-5 (7) Min
5
-1.047
-2.448
-0.00026
17
2.3308
3.172
Story2
D2
5
B.2.4-5 (8) Max
1.071
2.174
0.000256
17
2.3308
3.172
5
Story2 Story2
D2
B.2.4-5 (8) Min
-1.047
-2.448
-0.00026
17
2.3308
3.172
5
D2
B.2.4-7 (2) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) Max
2.562
0.922
0.000426
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) Min
-2.546
-1.057
-0.000428
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) Max
1.067
2.243
0.000257
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) Min
-1.051
-2.378
-0.000259
17
2.3308
3.172
5
Story2
D2
B.2.3-4 (1)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-5
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (1) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (1) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (2) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (2) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (3) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (3) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (4) Max
1.797
0.618
0.000297
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (4) Min
-1.779
-0.768
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (5) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (5) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (6) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (6) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (7) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (7) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (8) Max
0.75
1.542
0.000179
17
2.3308
3.172
5
Story2
D2
B.2.3-6 (8) Min
-0.732
-1.692
-0.000182
17
2.3308
3.172
5
Story2
D2
B.2.3-7 (1)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (1) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (1) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (2) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
Story
Diaphragm
Story2 Story2
Page 49 of 290
Point
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
D2
B.2.3-8 (2) Min
-1.331
-0.63
-0.000226
17
D2
B.2.3-8 (3) Max
1.351
0.41
0.000223
17
2.3308
3.172
5
2.3308
3.172
Story2
D2
B.2.3-8 (3) Min
-1.331
-0.63
-0.000226
17
5
2.3308
3.172
5
Story2
D2
B.2.3-8 (4) Max
1.351
0.41
0.000223
Story2
D2
B.2.3-8 (4) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (5) Max
0.566
1.103
0.000134
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (5) Min
-0.546
-1.323
5
-0.000137
17
2.3308
3.172
Story2
D2
B.2.3-8 (6) Max
0.566
5
1.103
0.000134
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (6) Min
Story2
D2
B.2.3-8 (7) Max
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
0.566
1.103
0.000134
17
2.3308
3.172
Story2
D2
5
B.2.3-8 (7) Min
-0.546
-1.323
-0.000137
17
2.3308
3.172
Story2
5
D2
B.2.3-8 (8) Max
0.566
1.103
0.000134
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (8) Min
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
Story2
D2
B.2.3-9
0.005
-0.045
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (1) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (1) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (2) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (2) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (3) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (3) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (4) Max
1.793
0.648
0.000298
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (4) Min
-1.783
-0.738
-0.0003
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (5) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (5) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (6) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (6) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (7) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (7) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (8) Max
0.746
1.572
0.00018
17
2.3308
3.172
5
Story2
D2
B.2.3-10 (8) Min
-0.736
-1.662
-0.000181
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE DE SERVICIO Max
1.797
1.572
0.000298
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE DE SERVICIO Min
-1.783
-1.692
-0.0003
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE MAYORADA Max
2.566
2.243
0.000426
17
2.3308
3.172
5
Story2
D2
ENVOLVENTE MAYORADA Min
-2.546
-2.448
-0.000429
17
2.3308
3.172
5
Story2
D2
B.2.3-3 (2)
0.009
-0.075
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-4 (2)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-7 (2)
0.01
-0.11
-1E-06
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (9) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (9) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (10) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (10) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (11) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (11) Min
-1.331
-0.63
-0.000226
17
2.3308
3.172
5
Story2
D2
B.2.3-8 (12) Max
1.351
0.409
0.000223
17
2.3308
3.172
5
Story
Diaphragm
Story2 Story2
Page 50 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Y m
Z m
D2
B.2.3-8 (12) Min
D2
B.2.3-8 (13) Max
-1.331
-0.63
-0.000226
17
0.566
1.103
0.000134
17
2.3308
3.172
5
2.3308
3.172
Story2
D2
B.2.3-8 (13) Min
-0.546
-1.323
-0.000137
17
5
2.3308
3.172
5
Story2
D2
B.2.3-8 (14) Max
0.566
Story2
D2
B.2.3-8 (14) Min
-0.546
1.103
0.000134
-1.323
-0.000137
17
2.3308
3.172
5
17
2.3308
3.172
Story2
D2
B.2.3-8 (15) Max
0.566
1.103
5
0.000134
17
2.3308
3.172
Story2
D2
B.2.3-8 (15) Min
-0.546
5
-1.323
-0.000137
17
2.3308
3.172
Story2
D2
B.2.3-8 (16) Max
0.566
5
1.103
0.000134
17
2.3308
3.172
5
Story2 Story2
D2
B.2.3-8 (16) Min
D2
B.2.4-2 (2)
-0.546
-1.323
-0.000137
17
2.3308
3.172
5
0.013
-0.165
-2E-06
17
2.3308
3.172
Story2
D2
5
B.2.4-3 (2)
0.013
-0.137
-2E-06
17
2.3308
3.172
Story2
5
D2
B.2.4-4 (2)
0.012
-0.137
-2E-06
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (1) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (1) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (2) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (2) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (3) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (3) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (4) DER Max
14.313
5.406
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (4) DER Min
-14.289
-5.679
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (5) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (5) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (6) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (7) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (7) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (8) DER Max
5.94
12.801
0.001442
17
2.3308
3.172
5
Story2
D2
B.2.4-5 (8) DER Min
-5.917
-13.074
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (1) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (1) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (2) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (3) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) DER Max
14.309
5.475
0.002388
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (4) DER Min
-14.293
-5.61
-0.002391
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (5) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (6) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (7) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) DER Max
5.936
12.87
0.001443
17
2.3308
3.172
5
Story2
D2
B.2.4-7 (8) DER Min
-5.921
-13.005
-0.001445
17
2.3308
3.172
5
Story1
D1
DEAD
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story
Diaphragm
Story2 Story2
Page 51 of 290
Point
X m
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
LIVE
0.003
-0.012
-3.573E-07
29
SX Max
6.954
0.92
0.001135
29
SY Max
0.91
6.304
0.00041
29
D1
Lr
0
0
0
D1
EMPUJE
0
0
0
Story1
D1
GRANIZO
Story1
D1
Sx Estatico
6.334
0.007
Story1
D1
Sy Estatico
0.046
6.043
Story1
D1
B.2.4-1
0.006
-0.022
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-2 (1)
0.01
-0.038
-2E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-3 (1)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-6
0.004
-0.014
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (1) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (1) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-1
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-2
0.007
-0.027
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-3 (1)
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
ExDIS Max
1.242
0.164
0.000203
29
2.2895
3.2063
2.5
Story1
D1
ExDIS Min
-1.242
-0.164
-0.000203
29
2.2895
3.2063
2.5
Story1
D1
EyDIS Max
0.162
1.126
7.3E-05
29
2.2895
3.2063
2.5
Story1
D1
EyDIS Min
-0.162
-1.126
-7.3E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-4 (1)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (3) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (3) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (4) Max
1.299
0.471
0.000223
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (4) Min
-1.283
-0.533
-0.000226
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (5) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (5) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (6) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (6) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (7) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (7) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (8) Max
0.543
1.145
0.000133
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (8) Min
-0.527
-1.206
-0.000135
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (2) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (2) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (3) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (3) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (4) Max
1.295
0.488
0.000224
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (4) Min
-1.287
-0.516
-0.000225
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (5) Max
0.539
1.161
0.000133
29
2.2895
3.2063
2.5
Story
Diaphragm
Story1
D1
Story1
D1
Story1
D1
Story1 Story1
Load Case/Combo
Y m
Z m
2.2895
3.2063
2.5
2.2895
3.2063
2.5
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
0.000263
29
2.2895
3.2063
2.5
8.6E-05
29
2.2895
3.2063
2.5
8.579E-05 -2.917E-05 -5.362E-09
Page 52 of 290
Point
X m
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) Load Case/Combo
UX mm
UY mm
RZ rad
Point
D1
B.2.4-7 (5) Min
D1
B.2.4-7 (6) Max
-0.531
-1.19
-0.000135
0.539
1.161
0.000133
Story1
D1
B.2.4-7 (6) Min
-0.531
-1.19
-0.000135
Story1
D1
Story1
D1
B.2.4-7 (7) Max
0.539
1.161
B.2.4-7 (7) Min
-0.531
-1.19
Story1
D1
Story1
D1
B.2.4-7 (8) Max
0.539
1.161
B.2.4-7 (8) Min
-0.531
-1.19
Story1
D1
B.2.3-4 (1)
0.007
-0.025
-1E-06
Story1
D1
Story1
D1
B.2.3-5
0.005
-0.016
-1E-06
29
2.2895
3.2063
2.5
B.2.3-6 (1) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (1) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (2) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (2) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (3) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (3) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (4) Max
0.908
0.336
0.000156
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (4) Min
-0.899
-0.367
-0.000158
29
2.2895
3.2063
2.5
B.2.3-6 (5) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (5) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (6) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (6) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (7) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-6 (7) Min
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
B.2.3-6 (8) Max
0.379
0.807
9.3E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-6 (8) Min
Story1
D1
B.2.3-7 (1)
-0.37
-0.839
-9.5E-05
29
2.2895
3.2063
2.5
0.007
-0.025
-1E-06
29
2.2895
3.2063
Story1
D1
B.2.3-8 (1) Max
2.5
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (1) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (2) Max
0.684
Story1
D1
B.2.3-8 (2) Min
-0.671
0.239
0.000117
29
2.2895
3.2063
2.5
-0.288
-0.000119
29
2.2895
3.2063
Story1
D1
B.2.3-8 (3) Max
0.684
2.5
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (3) Min
Story1
D1
B.2.3-8 (4) Max
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (4) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
B.2.3-8 (5) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (5) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
B.2.3-8 (6) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
Story1
D1
B.2.3-8 (6) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
B.2.3-8 (7) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
Story1
D1
2.5
B.2.3-8 (7) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (8) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (8) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-9
0.003
-0.01
-4.866E-07
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-10 (1) Max
0.906
0.342
0.000157
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-10 (1) Min
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
Story
Diaphragm
Story1 Story1
Page 53 of 290
X m
Y m
Z m
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
0.000133
29
2.2895
3.2063
2.5
-0.000135
29
2.2895
3.2063
2.5
0.000133
29
2.2895
3.2063
2.5
-0.000135
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
0.342
0.000157
29
2.2895
3.2063
2.5
-0.361
-0.000158
29
2.2895
3.2063
2.5
0.342
0.000157
29
2.2895
3.2063
2.5
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
0.906
0.342
0.000157
29
2.2895
3.2063
2.5
B.2.3-10 (4) Min
-0.901
-0.361
-0.000158
29
2.2895
3.2063
2.5
B.2.3-10 (5) Max
0.377
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.372
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
9.3E-05
29
2.2895
3.2063
2.5
-0.832
-9.4E-05
29
2.2895
3.2063
2.5
0.813
0.000157
29
2.2895
3.2063
2.5
-0.839
-0.000158
29
2.2895
3.2063
2.5
0.000224
29
2.2895
3.2063
2.5
-0.000226
29
2.2895
3.2063
2.5
-1E-06
29
2.2895
3.2063
2.5
-1E-06
29
2.2895
3.2063
2.5
Story
Diaphragm
Load Case/Combo
Story1
D1
B.2.3-10 (2) Max
0.906
Story1
D1
B.2.3-10 (2) Min
-0.901
Story1
D1
B.2.3-10 (3) Max
0.906
Story1
D1
B.2.3-10 (3) Min
Story1
D1
B.2.3-10 (4) Max
Story1
D1
Story1
D1
Story1
D1
B.2.3-10 (5) Min
Story1
D1
B.2.3-10 (6) Max
0.377
Story1
D1
B.2.3-10 (6) Min
-0.372
Story1
D1
B.2.3-10 (7) Max
0.377
Story1
D1
B.2.3-10 (7) Min
-0.372
Story1
D1
B.2.3-10 (8) Max
0.377
Story1
D1
B.2.3-10 (8) Min
-0.372
Story1
D1
ENVOLVENTE DE SERVICIO Max
0.908
Story1
D1
ENVOLVENTE DE SERVICIO Min
-0.901
Story1
D1
ENVOLVENTE MAYORADA Max
1.299
1.161
Story1
D1
ENVOLVENTE MAYORADA Min
-1.287
-1.206
Story1
D1
B.2.3-3 (2)
0.005
-0.016
Story1
D1
B.2.3-4 (2)
0.007
-0.025
Story1
D1
B.2.3-7 (2)
0.007
-0.025
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (9) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (9) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (10) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (10) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (11) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (11) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (12) Max
0.684
0.239
0.000117
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (12) Min
-0.671
-0.288
-0.000119
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (13) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (13) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (14) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (14) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (15) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (15) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (16) Max
0.288
0.592
6.9E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.3-8 (16) Min
-0.274
-0.642
-7.1E-05
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-2 (2)
0.01
-0.038
-2E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-3 (2)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-4 (2)
0.008
-0.031
-1E-06
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) DER Max
7.236
2.781
0.001257
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (1) DER Min
-7.219
-2.842
-0.001259
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) DER Max
7.236
2.781
0.001257
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-5 (2) DER Min
-7.219
-2.842
-0.001259
29
2.2895
3.2063
2.5
Page 54 of 290
Analysis Results
4/02/2019
Table 5.3 - Diaphragm Center of Mass Displacements (continued) UX mm
UY mm
RZ rad
Point
X m
Y m
Z m
2.781
0.001257
29
-2.842
-0.001259
29
2.2895
3.2063
2.5
2.2895
3.2063
2.781
0.001257
29
2.5
2.2895
3.2063
2.5
-7.219
-2.842
-0.001259
3.004
6.55
0.000749
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
B.2.4-5 (5) DER Min
-2.988
-6.611
-0.000752
B.2.4-5 (6) DER Max
3.004
6.55
0.000749
29
2.2895
3.2063
2.5
29
2.2895
3.2063
2.5
-2.988
-6.611
-0.000752
29
2.2895
3.2063
2.5
6.55 -6.611
0.000749
29
2.2895
3.2063
2.5
-0.000752
29
2.2895
3.2063
6.55
2.5
0.000749
29
2.2895
3.2063
2.5
-6.611
-0.000752
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
2.797
0.001257
29
2.2895
3.2063
2.5
-2.826
-0.001259
29
2.2895
3.2063
2.5
Story
Diaphragm
Load Case/Combo
Story1
D1
B.2.4-5 (3) DER Max
7.236
Story1
D1
B.2.4-5 (3) DER Min
-7.219
Story1
D1
B.2.4-5 (4) DER Max
7.236
Story1
D1
B.2.4-5 (4) DER Min
Story1
D1
B.2.4-5 (5) DER Max
Story1
D1
Story1
D1
Story1
D1
B.2.4-5 (6) DER Min
Story1
D1
B.2.4-5 (7) DER Max
3.004
Story1
D1
B.2.4-5 (7) DER Min
-2.988
Story1
D1
B.2.4-5 (8) DER Max
3.004
Story1
D1
B.2.4-5 (8) DER Min
-2.988
Story1
D1
B.2.4-7 (1) DER Max
7.231
Story1
D1
B.2.4-7 (1) DER Min
-7.223
Story1
D1
B.2.4-7 (2) DER Max
7.231
Story1
D1
B.2.4-7 (2) DER Min
-7.223
Story1
D1
B.2.4-7 (3) DER Max
7.231
Story1
D1
B.2.4-7 (3) DER Min
-7.223
Story1
D1
B.2.4-7 (4) DER Max
7.231
Story1
D1
B.2.4-7 (4) DER Min
-7.223
Story1
D1
B.2.4-7 (5) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (5) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (6) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (6) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (7) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (7) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (8) DER Max
3
6.566
0.00075
29
2.2895
3.2063
2.5
Story1
D1
B.2.4-7 (8) DER Min
-2.992
-6.594
-0.000751
29
2.2895
3.2063
2.5
5.2 Story Results Table 5.4 - Story Max/Avg Displacements Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
DEAD
X
0.087
0.08
1.086
Story3
DEAD
Y
0.101
0.093
1.085
Story2
DEAD
X
0.014
0.009
1.496
Story2
DEAD
Y
0.078
0.075
1.04
Story1
DEAD
X
0.008
0.005
1.596
Story1
DEAD
Y
0.018
0.016
1.12
Story3
LIVE
X
0.069
0.065
1.062
Story3
LIVE
Y
0.06
0.056
1.08
Story2
LIVE
Y
0.047
0.047
1.011
Story1
LIVE
X
0.004
0.003
1.449
Story1
LIVE
Y
0.012
0.012
1.072
Story3
SX Max
X
17.21
15.884
1.083
Page 55 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
SX Max
Y
6.537
4.421
Story2
SX Max
X
19.674
15.096
1.303
Story2
SX Max
Y
5.634
3.758
1.499
Story1
SX Max
X
10.129
7.694
1.316
Story1
SX Max
Y
2.941
1.953
1.506
Story3
SY Max
X
2.896
2.602
1.113
Story3
SY Max
Y
16.519
15.674
1.054
Story2
SY Max
X
3.731
2.784
1.34
Story2
SY Max
Y
13.839
12.98
1.066
Story1
SY Max
X
1.881
1.407
1.337
Story1
SY Max
Y
7.041
6.624
1.063
Story3
GRANIZO
X
0.003
0.003
1.019
Story2
GRANIZO
X
0.001
0.000486
1.189
Story2
GRANIZO
Y
0.0001819 0.0001217
1.494
Story1
GRANIZO
X
0.0001072
8.79E-05
1.22
Story1
GRANIZO
Y
4.209E-05
2.949E-05
1.427
Story3
Sx Estatico
X
16.004
15.489
1.033
Story2
Sx Estatico
X
14.188
12.442
1.14
Story1
Sx Estatico
X
7.176
6.23
1.152
Story3
Sy Estatico
Y
15.11
14.833
1.019
Story2
Sy Estatico
Y
12.411
11.959
1.038
Story1
Sy Estatico
Y
6.251
6.048
1.034
Story3
B.2.4-1
X
0.121
0.112
1.086
Story3
B.2.4-1
Y
0.142
0.131
1.085
Story2
B.2.4-1
X
0.02
0.013
1.496
Story2
B.2.4-1
Y
0.109
0.105
1.04
Story1
B.2.4-1
X
0.011
0.007
1.596
Story1
B.2.4-1
Y
0.025
0.022
1.12
Story3
B.2.4-2 (1)
X
0.214
0.199
1.074
Story3
B.2.4-2 (1)
Y
0.218
0.201
1.083
Story2
B.2.4-2 (1)
Y
0.17
0.165
1.027
Story1
B.2.4-2 (1)
X
0.016
0.01
1.531
Story1
B.2.4-2 (1)
Y
0.041
0.038
1.096
Story3
B.2.4-3 (1)
X
0.173
0.161
1.077
Story3
B.2.4-3 (1)
Y
0.182
0.168
1.084
Story2
B.2.4-3 (1)
Y
0.141
0.137
1.031
Story1
B.2.4-3 (1)
X
0.014
0.009
1.548
Story1
B.2.4-3 (1)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (1) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (1) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (1) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (1) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (1) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (1) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (1) Min
X
3.37
3.137
1.074
Page 56 of 290
Ratio 1.479
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (1) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (1) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (1) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (1) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (1) Min
Y
0.936
0.738
1.269
Story3
B.2.4-6
X
0.078
0.072
1.086
Story3
B.2.4-6
Y
0.091
0.084
1.085
Story2
B.2.4-6
X
0.013
0.008
1.496
Story2
B.2.4-6
Y
0.07
0.067
1.04
Story1
B.2.4-6
X
0.007
0.004
1.596
Story1
B.2.4-6
Y
0.016
0.014
1.12
Story3
B.2.4-7 (1) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (1) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (1) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (1) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (1) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (1) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (1) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (1) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (1) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (1) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (1) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (1) Min
Y
0.919
0.721
1.274
Story3
B.2.3-1
X
0.087
0.08
1.086
Story3
B.2.3-1
Y
0.101
0.093
1.085
Story2
B.2.3-1
X
0.014
0.009
1.496
Story2
B.2.3-1
Y
0.078
0.075
1.04
Story1
B.2.3-1
X
0.008
0.005
1.596
Story1
B.2.3-1
Y
0.018
0.016
1.12
Story3
B.2.3-2
X
0.156
0.145
1.076
Story3
B.2.3-2
Y
0.162
0.149
1.083
Story2
B.2.3-2
Y
0.125
0.122
1.029
Story1
B.2.3-2
X
0.012
0.008
1.542
Story1
B.2.3-2
Y
0.03
0.028
1.1
Story3
B.2.3-3 (1)
X
0.087
0.08
1.086
Story3
B.2.3-3 (1)
Y
0.101
0.093
1.085
Story2
B.2.3-3 (1)
X
0.014
0.009
1.496
Story2
B.2.3-3 (1)
Y
0.078
0.075
1.04
Story1
B.2.3-3 (1)
X
0.008
0.005
1.596
Story1
B.2.3-3 (1)
Y
0.018
0.016
1.12
Story3
ExDIS Max
X
3.074
2.837
1.083
Story3
ExDIS Max
Y
1.168
0.79
1.479
Story2
ExDIS Max
X
3.514
2.696
1.303
Story2
ExDIS Max
Y
1.006
0.671
1.499
Story1
ExDIS Max
X
1.809
1.374
1.316
Page 57 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
ExDIS Max
Y
0.525
0.349
1.506
Story3
ExDIS Min
X
3.074
2.837
1.083
Story3
ExDIS Min
Y
1.168
0.79
1.479
Story2
ExDIS Min
X
3.514
2.696
1.303
Story2
ExDIS Min
Y
1.006
0.671
1.499
Story1
ExDIS Min
X
1.809
1.374
1.316
Story1
ExDIS Min
Y
0.525
0.349
1.506
Story3
EyDIS Max
X
0.517
0.465
1.113
Story3
EyDIS Max
Y
2.95
2.799
1.054
Story2
EyDIS Max
X
0.666
0.497
1.34
Story2
EyDIS Max
Y
2.472
2.318
1.066
Story1
EyDIS Max
X
0.336
0.251
1.337
Story1
EyDIS Max
Y
1.257
1.183
1.063
Story3
EyDIS Min
X
0.517
0.465
1.113
Story3
EyDIS Min
Y
2.95
2.799
1.054
Story2
EyDIS Min
X
0.666
0.497
1.34
Story2
EyDIS Min
Y
2.472
2.318
1.066
Story1
EyDIS Min
X
0.336
0.251
1.337
Story1
EyDIS Min
Y
1.257
1.183
1.063
Story3
B.2.4-4 (1)
X
0.173
0.161
1.077
Story3
B.2.4-4 (1)
Y
0.182
0.168
1.084
Story2
B.2.4-4 (1)
Y
0.141
0.137
1.031
Story1
B.2.4-4 (1)
X
0.014
0.009
1.548
Story1
B.2.4-4 (1)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (2) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (2) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (2) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (2) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (2) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (2) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (2) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (2) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (2) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (2) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (2) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (2) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (3) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (3) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (3) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (3) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (3) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (3) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (3) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (3) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (3) Min
X
3.68
2.87
1.282
Page 58 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.4-5 (3) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (3) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (3) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (4) Max
X
3.026
2.816
1.075
Story3
B.2.4-5 (4) Max
Y
1.871
1.461
1.28
Story2
B.2.4-5 (4) Max
X
3.693
2.895
1.276
Story2
B.2.4-5 (4) Max
Y
1.607
1.233
1.303
Story1
B.2.4-5 (4) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (4) Max
Y
0.869
0.674
1.289
Story3
B.2.4-5 (4) Min
X
3.37
3.137
1.074
Story3
B.2.4-5 (4) Min
Y
2.234
1.797
1.243
Story2
B.2.4-5 (4) Min
X
3.68
2.87
1.282
Story2
B.2.4-5 (4) Min
Y
1.889
1.511
1.25
Story1
B.2.4-5 (4) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (4) Min
Y
0.936
0.738
1.269
Story3
B.2.4-5 (5) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (5) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (5) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (5) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (5) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (5) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (5) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (5) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (5) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (5) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (5) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (5) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (6) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (6) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (6) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (6) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (6) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (6) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (6) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (6) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (6) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (6) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (6) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (6) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (7) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (7) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (7) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (7) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (7) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (7) Max
Y
1.381
1.263
1.094
Page 59 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (7) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (7) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (7) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (7) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (7) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (7) Min
Y
1.449
1.327
1.092
Story3
B.2.4-5 (8) Max
X
1.163
1.155
1.007
Story3
B.2.4-5 (8) Max
Y
3.119
2.868
1.087
Story2
B.2.4-5 (8) Max
X
1.637
1.347
1.216
Story2
B.2.4-5 (8) Max
Y
2.632
2.399
1.097
Story1
B.2.4-5 (8) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (8) Max
Y
1.381
1.263
1.094
Story3
B.2.4-5 (8) Min
X
1.507
1.476
1.021
Story3
B.2.4-5 (8) Min
Y
3.482
3.204
1.087
Story2
B.2.4-5 (8) Min
X
1.624
1.325
1.226
Story2
B.2.4-5 (8) Min
Y
2.915
2.677
1.089
Story1
B.2.4-5 (8) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (8) Min
Y
1.449
1.327
1.092
Story3
B.2.4-7 (2) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (2) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (2) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (2) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (2) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (2) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (2) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (2) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (2) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (2) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (2) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (2) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (3) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (3) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (3) Max
X
3.691
2.891
1.277
Story2
B.2.4-7 (3) Max
Y
1.677
1.303
1.287
Story1
B.2.4-7 (3) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (3) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (3) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (3) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (3) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (3) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (3) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (3) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (4) Max
X
3.12
2.904
1.074
Story3
B.2.4-7 (4) Max
Y
1.962
1.545
1.27
Story2
B.2.4-7 (4) Max
X
3.691
2.891
1.277
Page 60 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.4-7 (4) Max
Y
1.677
1.303
Story1
B.2.4-7 (4) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (4) Max
Y
0.886
0.691
1.283
Story3
B.2.4-7 (4) Min
X
3.275
3.048
1.075
Story3
B.2.4-7 (4) Min
Y
2.144
1.713
1.251
Story2
B.2.4-7 (4) Min
X
3.683
2.874
1.281
Story2
B.2.4-7 (4) Min
Y
1.818
1.441
1.262
Story1
B.2.4-7 (4) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (4) Min
Y
0.919
0.721
1.274
Story3
B.2.4-7 (5) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (5) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (5) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (5) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (5) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (5) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (5) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (5) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (5) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (5) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (5) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (5) Min
Y
1.431
1.31
1.093
Story3
B.2.4-7 (6) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (6) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (6) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (6) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (6) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (6) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (6) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (6) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (6) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (6) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (6) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (6) Min
Y
1.431
1.31
1.093
Story3
B.2.4-7 (7) Max
X
1.257
1.244
1.011
Story3
B.2.4-7 (7) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (7) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (7) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (7) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (7) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (7) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (7) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (7) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (7) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (7) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (7) Min
Y
1.431
1.31
1.093
Page 61 of 290
Ratio 1.287
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-7 (8) Max
X
1.257
1.244
Story3
B.2.4-7 (8) Max
Y
3.21
2.952
1.087
Story2
B.2.4-7 (8) Max
X
1.635
1.343
1.217
Story2
B.2.4-7 (8) Max
Y
2.703
2.469
1.095
Story1
B.2.4-7 (8) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (8) Max
Y
1.399
1.28
1.093
Story3
B.2.4-7 (8) Min
X
1.412
1.388
1.018
Story3
B.2.4-7 (8) Min
Y
3.392
3.12
1.087
Story2
B.2.4-7 (8) Min
X
1.626
1.329
1.224
Story2
B.2.4-7 (8) Min
Y
2.844
2.606
1.091
Story1
B.2.4-7 (8) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (8) Min
Y
1.431
1.31
1.093
Story3
B.2.3-4 (1)
X
0.138
0.128
1.077
Story3
B.2.3-4 (1)
Y
0.147
0.135
1.084
Story2
B.2.3-4 (1)
Y
0.114
0.11
1.031
Story1
B.2.3-4 (1)
X
0.011
0.007
1.551
Story1
B.2.3-4 (1)
Y
0.027
0.025
1.103
Story3
B.2.3-5
X
0.087
0.08
1.086
Story3
B.2.3-5
Y
0.101
0.093
1.085
Story2
B.2.3-5
X
0.014
0.009
1.496
Story2
B.2.3-5
Y
0.078
0.075
1.04
Story1
B.2.3-5
X
0.008
0.005
1.596
Story1
B.2.3-5
Y
0.018
0.016
1.12
Story3
B.2.3-6 (1) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (1) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (1) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (1) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (1) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (1) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (1) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (1) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (1) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (1) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (1) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (1) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (2) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (2) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (2) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (2) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (2) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (2) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (2) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (2) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (2) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (2) Min
Y
1.301
1.037
1.255
Page 62 of 290
Ratio 1.011
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-6 (2) Min
X
1.327
1.024
Story1
B.2.3-6 (2) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (3) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (3) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (3) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (3) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (3) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (3) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (3) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (3) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (3) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (3) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (3) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (3) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (4) Max
X
2.152
2.004
1.074
Story3
B.2.3-6 (4) Max
Y
1.336
1.047
1.276
Story2
B.2.3-6 (4) Max
X
2.585
2.027
1.275
Story2
B.2.3-6 (4) Max
Y
1.145
0.884
1.296
Story1
B.2.3-6 (4) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (4) Max
Y
0.614
0.477
1.286
Story3
B.2.3-6 (4) Min
X
2.325
2.163
1.075
Story3
B.2.3-6 (4) Min
Y
1.538
1.234
1.247
Story2
B.2.3-6 (4) Min
X
2.576
2.008
1.283
Story2
B.2.3-6 (4) Min
Y
1.301
1.037
1.255
Story1
B.2.3-6 (4) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (4) Min
Y
0.65
0.511
1.272
Story3
B.2.3-6 (5) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (5) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (5) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (5) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (5) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (5) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (5) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (5) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (5) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (5) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (5) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (5) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (6) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (6) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (6) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (6) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (6) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (6) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (6) Min
X
1.021
1.001
1.02
Page 63 of 290
Ratio 1.296
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-6 (6) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (6) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (6) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (6) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (6) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (7) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (7) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (7) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (7) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (7) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (7) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (7) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (7) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (7) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (7) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (7) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (7) Min
Y
1.008
0.923
1.092
Story3
B.2.3-6 (8) Max
X
0.848
0.841
1.009
Story3
B.2.3-6 (8) Max
Y
2.209
2.032
1.087
Story2
B.2.3-6 (8) Max
X
1.146
0.943
1.215
Story2
B.2.3-6 (8) Max
Y
1.863
1.7
1.096
Story1
B.2.3-6 (8) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (8) Max
Y
0.973
0.89
1.093
Story3
B.2.3-6 (8) Min
X
1.021
1.001
1.02
Story3
B.2.3-6 (8) Min
Y
2.412
2.219
1.087
Story2
B.2.3-6 (8) Min
X
1.137
0.927
1.226
Story2
B.2.3-6 (8) Min
Y
2.019
1.853
1.09
Story1
B.2.3-6 (8) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (8) Min
Y
1.008
0.923
1.092
Story3
B.2.3-7 (1)
X
0.138
0.128
1.077
Story3
B.2.3-7 (1)
Y
0.147
0.135
1.084
Story2
B.2.3-7 (1)
Y
0.114
0.11
1.031
Story1
B.2.3-7 (1)
X
0.011
0.007
1.551
Story1
B.2.3-7 (1)
Y
0.027
0.025
1.103
Story3
B.2.3-8 (1) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (1) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (1) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (1) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (1) Max
X
1
0.778
1.285
Story1
B.2.3-8 (1) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (1) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (1) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (1) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (1) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (1) Min
X
0.994
0.764
1.3
Page 64 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Story
Maximum Average mm mm
Load Case/Combo
Direction
Story1
B.2.3-8 (1) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (2) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (2) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (2) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (2) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (2) Max
X
1
0.778
1.285
Story1
B.2.3-8 (2) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (2) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (2) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (2) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (2) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (2) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (2) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (3) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (3) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (3) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (3) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (3) Max
X
1
0.778
1.285
Story1
B.2.3-8 (3) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (3) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (3) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (3) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (3) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (3) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (3) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (4) Max
X
1.542
1.434
1.075
Story3
B.2.3-8 (4) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (4) Max
X
1.941
1.524
1.274
Story2
B.2.3-8 (4) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (4) Max
X
1
0.778
1.285
Story1
B.2.3-8 (4) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (4) Min
X
1.817
1.691
1.074
Story3
B.2.3-8 (4) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (4) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (4) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (4) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (4) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (5) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (5) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (5) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (5) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (5) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (5) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (5) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (5) Min
Y
1.879
1.729
1.087
Page 65 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-8 (5) Min
X
0.851
0.693
Story2
B.2.3-8 (5) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (5) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (5) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (6) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (6) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (6) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (6) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (6) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (6) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (6) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (6) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (6) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (6) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (6) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (6) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (7) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (7) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (7) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (7) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (7) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (7) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (7) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (7) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (7) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (7) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (7) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (7) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (8) Max
X
0.564
0.562
1.002
Story3
B.2.3-8 (8) Max
Y
1.587
1.459
1.088
Story2
B.2.3-8 (8) Max
X
0.861
0.71
1.213
Story2
B.2.3-8 (8) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (8) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (8) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (8) Min
X
0.839
0.819
1.024
Story3
B.2.3-8 (8) Min
Y
1.879
1.729
1.087
Story2
B.2.3-8 (8) Min
X
0.851
0.693
1.229
Story2
B.2.3-8 (8) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (8) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (8) Min
Y
0.77
0.705
1.092
Story3
B.2.3-9
X
0.052
0.048
1.086
Story3
B.2.3-9
Y
0.061
0.056
1.085
Story2
B.2.3-9
X
0.008
0.006
1.496
Story2
B.2.3-9
Y
0.047
0.045
1.04
Story1
B.2.3-9
X
0.005
0.003
1.596
Page 66 of 290
Ratio 1.229
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Story
Maximum Average mm mm
Load Case/Combo
Direction
Story1
B.2.3-9
Y
0.011
0.01
1.12
Story3
B.2.3-10 (1) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (1) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (1) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (1) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (1) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (1) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (1) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (1) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (1) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (1) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (1) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (1) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (2) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (2) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (2) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (2) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (2) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (2) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (2) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (2) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (2) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (2) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (2) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (2) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (3) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (3) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (3) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (3) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (3) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (3) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (3) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (3) Min
Y
1.498
1.197
1.252
Story2
B.2.3-10 (3) Min
X
2.578
2.012
1.281
Story2
B.2.3-10 (3) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (3) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (3) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (4) Max
X
2.186
2.036
1.074
Story3
B.2.3-10 (4) Max
Y
1.376
1.085
1.269
Story2
B.2.3-10 (4) Max
X
2.584
2.023
1.277
Story2
B.2.3-10 (4) Max
Y
1.177
0.915
1.286
Story1
B.2.3-10 (4) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (4) Max
Y
0.621
0.484
1.283
Story3
B.2.3-10 (4) Min
X
2.29
2.131
1.075
Story3
B.2.3-10 (4) Min
Y
1.498
1.197
1.252
Page 67 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-10 (4) Min
X
2.578
2.012
Story2
B.2.3-10 (4) Min
Y
1.27
1.006
1.262
Story1
B.2.3-10 (4) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (4) Min
Y
0.642
0.504
1.274
Story3
B.2.3-10 (5) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (5) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (5) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (5) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (5) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (5) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (5) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (5) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (5) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (5) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (5) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (5) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (6) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (6) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (6) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (6) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (6) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (6) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (6) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (6) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (6) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (6) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (6) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (6) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (7) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (7) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (7) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (7) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (7) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (7) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (7) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (7) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (7) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (7) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (7) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (7) Min
Y
1.001
0.916
1.093
Story3
B.2.3-10 (8) Max
X
0.883
0.873
1.011
Story3
B.2.3-10 (8) Max
Y
2.25
2.069
1.087
Story2
B.2.3-10 (8) Max
X
1.144
0.94
1.217
Story2
B.2.3-10 (8) Max
Y
1.895
1.731
1.095
Story1
B.2.3-10 (8) Max
X
0.59
0.48
1.23
Page 68 of 290
Ratio 1.281
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-10 (8) Max
Y
0.98
0.896
1.093
Story3
B.2.3-10 (8) Min
X
0.986
0.969
1.018
Story3
B.2.3-10 (8) Min
Y
2.371
2.181
1.087
Story2
B.2.3-10 (8) Min
X
1.139
0.93
1.224
Story2
B.2.3-10 (8) Min
Y
1.988
1.822
1.091
Story1
B.2.3-10 (8) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (8) Min
Y
1.001
0.916
1.093
Story3
ENVOLVENTE DE SERVICIO Max
X
2.186
2.036
1.074
Story3
ENVOLVENTE DE SERVICIO Max
Y
2.25
2.069
1.087
Story2
ENVOLVENTE DE SERVICIO Max
X
2.585
2.027
1.275
Story2
ENVOLVENTE DE SERVICIO Max
Y
1.895
1.731
1.095
Story1
ENVOLVENTE DE SERVICIO Max
X
1.331
1.033
1.288
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.98
0.896
1.093
Story3
ENVOLVENTE DE SERVICIO Min
X
2.325
2.163
1.075
Story3
ENVOLVENTE DE SERVICIO Min
Y
2.412
2.219
1.087
Story2
ENVOLVENTE DE SERVICIO Min
X
2.578
2.012
1.281
Story2
ENVOLVENTE DE SERVICIO Min
Y
2.019
1.853
1.09
Story1
ENVOLVENTE DE SERVICIO Min
X
1.328
1.026
1.295
Story1
ENVOLVENTE DE SERVICIO Min
Y
1.008
0.923
1.092
Story3
ENVOLVENTE MAYORADA Max
X
3.12
2.904
1.074
Story3
ENVOLVENTE MAYORADA Max
Y
3.21
2.952
1.087
Story2
ENVOLVENTE MAYORADA Max
X
3.693
2.895
1.276
Story2
ENVOLVENTE MAYORADA Max
Y
2.703
2.469
1.095
Story1
ENVOLVENTE MAYORADA Max
X
1.903
1.478
1.287
Story1
ENVOLVENTE MAYORADA Max
Y
1.399
1.28
1.093
Story3
ENVOLVENTE MAYORADA Min
X
3.37
3.137
1.074
Story3
ENVOLVENTE MAYORADA Min
Y
3.482
3.204
1.087
Story2
ENVOLVENTE MAYORADA Min
X
3.683
2.874
1.281
Story2
ENVOLVENTE MAYORADA Min
Y
2.915
2.677
1.089
Story1
ENVOLVENTE MAYORADA Min
X
1.897
1.465
1.295
Story1
ENVOLVENTE MAYORADA Min
Y
1.449
1.327
1.092
Story3
B.2.3-3 (2)
X
0.084
0.077
1.09
Story3
B.2.3-3 (2)
Y
0.102
0.094
1.086
Story2
B.2.3-3 (2)
X
0.015
0.01
1.481
Story2
B.2.3-3 (2)
Y
0.078
0.075
1.041
Story1
B.2.3-3 (2)
X
0.008
0.005
1.589
Story1
B.2.3-3 (2)
Y
0.018
0.016
1.12
Story3
B.2.3-4 (2)
X
0.136
0.126
1.079
Story3
B.2.3-4 (2)
Y
0.147
0.135
1.084
Story2
B.2.3-4 (2)
Y
0.114
0.11
1.032
Story1
B.2.3-4 (2)
X
0.011
0.007
1.548
Story1
B.2.3-4 (2)
Y
0.027
0.025
1.103
Story3
B.2.3-7 (2)
X
0.136
0.126
1.079
Story3
B.2.3-7 (2)
Y
0.147
0.135
1.084
Story2
B.2.3-7 (2)
Y
0.114
0.11
1.032
Page 69 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-7 (2)
X
0.011
0.007
1.548
Story1
B.2.3-7 (2)
Y
0.027
0.025
1.103
Story3
B.2.3-8 (9) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (9) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (9) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (9) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (9) Max
X
1
0.779
1.285
Story1
B.2.3-8 (9) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (9) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (9) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (9) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (9) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (9) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (9) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (10) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (10) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (10) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (10) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (10) Max
X
1
0.779
1.285
Story1
B.2.3-8 (10) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (10) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (10) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (10) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (10) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (10) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (10) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (11) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (11) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (11) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (11) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (11) Max
X
1
0.779
1.285
Story1
B.2.3-8 (11) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (11) Min
X
1.815
1.689
1.075
Story3
B.2.3-8 (11) Min
Y
1.224
0.991
1.236
Story2
B.2.3-8 (11) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (11) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (11) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (11) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (12) Max
X
1.544
1.436
1.075
Story3
B.2.3-8 (12) Max
Y
0.931
0.72
1.294
Story2
B.2.3-8 (12) Max
X
1.941
1.524
1.273
Story2
B.2.3-8 (12) Max
Y
0.804
0.609
1.321
Story1
B.2.3-8 (12) Max
X
1
0.779
1.285
Story1
B.2.3-8 (12) Max
Y
0.447
0.345
1.295
Story3
B.2.3-8 (12) Min
X
1.815
1.689
1.075
Page 70 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-8 (12) Min
Y
1.224
0.991
Story2
B.2.3-8 (12) Min
X
1.93
1.503
1.284
Story2
B.2.3-8 (12) Min
Y
1.031
0.832
1.239
Story1
B.2.3-8 (12) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (12) Min
Y
0.501
0.396
1.264
Story3
B.2.3-8 (13) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (13) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (13) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (13) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (13) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (13) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (13) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (13) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (13) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (13) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (13) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (13) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (14) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (14) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (14) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (14) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (14) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (14) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (14) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (14) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (14) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (14) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (14) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (14) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (15) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (15) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (15) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (15) Max
Y
1.342
1.221
1.1
Story1
B.2.3-8 (15) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (15) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (15) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (15) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (15) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (15) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (15) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (15) Min
Y
0.77
0.705
1.092
Story3
B.2.3-8 (16) Max
X
0.566
0.565
1.002
Story3
B.2.3-8 (16) Max
Y
1.586
1.458
1.088
Story2
B.2.3-8 (16) Max
X
0.862
0.711
1.213
Story2
B.2.3-8 (16) Max
Y
1.342
1.221
1.1
Page 71 of 290
Ratio 1.236
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.3-8 (16) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (16) Max
Y
0.716
0.654
1.094
Story3
B.2.3-8 (16) Min
X
0.837
0.817
1.024
Story3
B.2.3-8 (16) Min
Y
1.88
1.729
1.087
Story2
B.2.3-8 (16) Min
X
0.851
0.692
1.229
Story2
B.2.3-8 (16) Min
Y
1.57
1.444
1.087
Story1
B.2.3-8 (16) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (16) Min
Y
0.77
0.705
1.092
Story3
B.2.4-2 (2)
X
0.213
0.198
1.075
Story3
B.2.4-2 (2)
Y
0.218
0.202
1.083
Story2
B.2.4-2 (2)
Y
0.17
0.165
1.027
Story1
B.2.4-2 (2)
X
0.016
0.011
1.53
Story1
B.2.4-2 (2)
Y
0.041
0.038
1.097
Story3
B.2.4-3 (2)
X
0.168
0.156
1.08
Story3
B.2.4-3 (2)
Y
0.182
0.168
1.084
Story2
B.2.4-3 (2)
Y
0.141
0.137
1.031
Story1
B.2.4-3 (2)
X
0.014
0.009
1.543
Story1
B.2.4-3 (2)
Y
0.034
0.031
1.102
Story3
B.2.4-4 (2)
X
0.171
0.159
1.078
Story3
B.2.4-4 (2)
Y
0.182
0.168
1.084
Story2
B.2.4-4 (2)
Y
0.141
0.137
1.031
Story1
B.2.4-4 (2)
X
0.014
0.009
1.546
Story1
B.2.4-4 (2)
Y
0.034
0.031
1.102
Story3
B.2.4-5 (1) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (1) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (1) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (1) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (1) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (1) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (1) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (1) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (1) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (1) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (1) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (1) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (2) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (2) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (2) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (2) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (2) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (2) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (2) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (2) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (2) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (2) DER Min
Y
9.927
7.821
1.269
Page 72 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.4-5 (2) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (2) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (3) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (3) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (3) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (3) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (3) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (3) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (3) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (3) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (3) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (3) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (3) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (3) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (4) DER Max
X
17.729
16.504
1.074
Story3
B.2.4-5 (4) DER Max
Y
11.311
8.955
1.263
Story2
B.2.4-5 (4) DER Max
X
20.649
16.153
1.278
Story2
B.2.4-5 (4) DER Max
Y
9.644
7.543
1.279
Story1
B.2.4-5 (4) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (4) DER Max
Y
5.019
3.92
1.28
Story3
B.2.4-5 (4) DER Min
X
18.075
16.825
1.074
Story3
B.2.4-5 (4) DER Min
Y
11.675
9.291
1.257
Story2
B.2.4-5 (4) DER Min
X
20.636
16.128
1.28
Story2
B.2.4-5 (4) DER Min
Y
9.927
7.821
1.269
Story1
B.2.4-5 (4) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (4) DER Min
Y
5.087
3.984
1.277
Story3
B.2.4-5 (5) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (5) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (5) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (5) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (5) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (5) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (5) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (5) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (5) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (5) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (5) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (5) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (6) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (6) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (6) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (6) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (6) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (6) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (6) DER Min
X
7.644
7.527
1.015
Page 73 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story3
B.2.4-5 (6) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (6) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (6) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (6) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (6) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (7) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (7) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (7) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (7) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (7) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (7) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (7) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (7) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (7) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (7) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (7) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (7) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-5 (8) DER Max
X
7.299
7.206
1.013
Story3
B.2.4-5 (8) DER Max
Y
18.298
16.832
1.087
Story2
B.2.4-5 (8) DER Max
X
9.136
7.491
1.22
Story2
B.2.4-5 (8) DER Max
Y
15.388
14.07
1.094
Story1
B.2.4-5 (8) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (8) DER Max
Y
7.889
7.217
1.093
Story3
B.2.4-5 (8) DER Min
X
7.644
7.527
1.015
Story3
B.2.4-5 (8) DER Min
Y
18.661
17.168
1.087
Story2
B.2.4-5 (8) DER Min
X
9.124
7.469
1.221
Story2
B.2.4-5 (8) DER Min
Y
15.67
14.348
1.092
Story1
B.2.4-5 (8) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (8) DER Min
Y
7.957
7.281
1.093
Story3
B.2.4-7 (1) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (1) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (1) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (1) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (1) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (1) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (1) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (1) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (1) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (1) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (1) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (1) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (2) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (2) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (2) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (2) DER Max
Y
9.715
7.613
1.276
Page 74 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Story1
B.2.4-7 (2) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (2) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (2) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (2) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (2) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (2) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (2) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (2) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (3) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (3) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (3) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (3) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (3) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (3) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (3) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (3) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (3) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (3) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (3) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (3) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (4) DER Max
X
17.824
16.593
1.074
Story3
B.2.4-7 (4) DER Max
Y
11.402
9.039
1.261
Story2
B.2.4-7 (4) DER Max
X
20.647
16.149
1.279
Story2
B.2.4-7 (4) DER Max
Y
9.715
7.613
1.276
Story1
B.2.4-7 (4) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (4) DER Max
Y
5.037
3.937
1.279
Story3
B.2.4-7 (4) DER Min
X
17.98
16.736
1.074
Story3
B.2.4-7 (4) DER Min
Y
11.584
9.207
1.258
Story2
B.2.4-7 (4) DER Min
X
20.638
16.132
1.279
Story2
B.2.4-7 (4) DER Min
Y
9.856
7.751
1.272
Story1
B.2.4-7 (4) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (4) DER Min
Y
5.069
3.967
1.278
Story3
B.2.4-7 (5) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (5) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (5) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (5) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (5) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (5) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (5) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (5) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (5) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (5) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (5) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (5) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (6) DER Max
X
7.393
7.295
1.013
Page 75 of 290
Ratio
Analysis Results
4/02/2019
Table 5.4 - Story Max/Avg Displacements (continued) Maximum Average mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-7 (6) DER Max
Y
18.389
16.916
Story2
B.2.4-7 (6) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (6) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (6) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (6) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (6) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (6) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (6) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (6) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (6) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (6) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (7) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (7) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (7) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (7) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (7) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (7) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (7) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (7) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (7) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (7) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (7) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (7) DER Min
Y
7.939
7.264
1.093
Story3
B.2.4-7 (8) DER Max
X
7.393
7.295
1.013
Story3
B.2.4-7 (8) DER Max
Y
18.389
16.916
1.087
Story2
B.2.4-7 (8) DER Max
X
9.134
7.487
1.22
Story2
B.2.4-7 (8) DER Max
Y
15.459
14.14
1.093
Story1
B.2.4-7 (8) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (8) DER Max
Y
7.907
7.234
1.093
Story3
B.2.4-7 (8) DER Min
X
7.549
7.439
1.015
Story3
B.2.4-7 (8) DER Min
Y
18.571
17.084
1.087
Story2
B.2.4-7 (8) DER Min
X
9.126
7.473
1.221
Story2
B.2.4-7 (8) DER Min
Y
15.599
14.278
1.093
Story1
B.2.4-7 (8) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (8) DER Min
Y
7.939
7.264
1.093
1.087
Table 5.5 - Story Drifts X m
Y m
Z m
10
4.7
3
7.5
11
4.7
5
7.5
10
4.7
3
7.5
11
4.7
5
7.5
0.001346
10
4.7
3
7.5
0.000395
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Label
Story3
DEAD
X
3.8E-05
Story3
DEAD
Y
9E-06
Story3
LIVE
X
2.8E-05
Story3
LIVE
Y
5E-06
Story3
SX Max
X
Story3
SX Max
Y
Page 76 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
SY Max
X
0.000242
11
4.7
5
7.5
Story3
SY Max
Y
0.001132
10
4.7
3
7.5
Story3
GRANIZO
X
1E-06
7
2.08
5
7.5
Story3
Sx Estatico
X
0.001308
10
4.7
3
7.5
Story3
Sy Estatico
Y
0.001079
10
4.7
3
7.5
Story3
B.2.4-1
X
5.3E-05
10
4.7
3
7.5
Story3
B.2.4-1
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.4-2 (1)
X
9.1E-05
10
4.7
3
7.5
Story3
B.2.4-2 (1)
Y
1.9E-05
11
4.7
5
7.5
Story3
B.2.4-3 (1)
X
7.4E-05
10
4.7
3
7.5
Story3
B.2.4-3 (1)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (1) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (1) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (1) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (1) Min
Y
0.000148
11
4.7
5
7.5
Story3
B.2.4-6
X
3.4E-05
10
4.7
3
7.5
Story3
B.2.4-6
Y
8E-06
11
4.7
5
7.5
Story3
B.2.4-7 (1) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (1) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (1) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (1) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.3-1
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-1
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-2
X
6.6E-05
10
4.7
3
7.5
Story3
B.2.3-2
Y
1.4E-05
11
4.7
5
7.5
Story3
B.2.3-3 (1)
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-3 (1)
Y
9E-06
11
4.7
5
7.5
Story3
ExDIS Max
X
0.00024
10
4.7
3
7.5
Story3
ExDIS Max
Y
7.1E-05
10
4.7
3
7.5
Story3
ExDIS Min
X
0.00024
10
4.7
3
7.5
Story3
ExDIS Min
Y
7.1E-05
10
4.7
3
7.5
Story3
EyDIS Max
X
4.3E-05
11
4.7
5
7.5
Story3
EyDIS Max
Y
0.000202
10
4.7
3
7.5
Story3
EyDIS Min
X
4.3E-05
11
4.7
5
7.5
Story3
EyDIS Min
Y
0.000202
10
4.7
3
7.5
Story3
B.2.4-4 (1)
X
7.4E-05
10
4.7
3
7.5
Story3
B.2.4-4 (1)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (2) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (2) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (2) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (2) Min
Y
0.000148
11
4.7
5
7.5
Story3
B.2.4-5 (3) Max
X
0.000178
6
2.08
3
7.5
Story3
B.2.4-5 (3) Max
Y
0.000115
10
4.7
3
7.5
Story3
B.2.4-5 (3) Min
X
0.000325
10
4.7
3
7.5
Story3
B.2.4-5 (3) Min
Y
0.000148
11
4.7
5
7.5
Page 77 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
Y m
Z m
0.000178
6
2.08
3
7.5
0.000115
10
4.7
3
7.5
X
0.000325
10
4.7
3
7.5
B.2.4-5 (4) Min
Y
0.000148
11
4.7
5
7.5
B.2.4-5 (5) Max
X
4.3E-05
7
2.08
5
7.5
B.2.4-5 (5) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (5) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (5) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (6) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (6) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (6) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (6) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (7) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (7) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (7) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (7) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-5 (8) Max
X
4.3E-05
7
2.08
5
7.5
Story3
B.2.4-5 (8) Max
Y
0.000207
10
4.7
3
7.5
Story3
B.2.4-5 (8) Min
X
0.000182
10
4.7
3
7.5
Story3
B.2.4-5 (8) Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.4-7 (2) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (2) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (2) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (2) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (3) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (3) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (3) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (3) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (4) Max
X
0.000217
6
2.08
3
7.5
Story3
B.2.4-7 (4) Max
Y
0.000123
10
4.7
3
7.5
Story3
B.2.4-7 (4) Min
X
0.000286
10
4.7
3
7.5
Story3
B.2.4-7 (4) Min
Y
0.00014
11
4.7
5
7.5
Story3
B.2.4-7 (5) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (5) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (5) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (5) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (6) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (6) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (6) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (6) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (7) Max
X
7.8E-05
7
2.08
5
7.5
Story3
B.2.4-7 (7) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (7) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (7) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.4-7 (8) Max
X
7.8E-05
7
2.08
5
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.4-5 (4) Max
X
Story3
B.2.4-5 (4) Max
Y
Story3
B.2.4-5 (4) Min
Story3 Story3 Story3
Page 78 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
B.2.4-7 (8) Max
Y
0.000215
10
4.7
3
7.5
Story3
B.2.4-7 (8) Min
X
0.000143
10
4.7
3
7.5
Story3
B.2.4-7 (8) Min
Y
0.000232
11
4.7
5
7.5
Story3
B.2.3-4 (1)
X
5.9E-05
10
4.7
3
7.5
Story3
B.2.3-4 (1)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-5
X
3.8E-05
10
4.7
3
7.5
Story3
B.2.3-5
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-6 (1) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (1) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (1) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (1) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (2) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (2) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (2) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (2) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (3) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (3) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (3) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (3) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (4) Max
X
0.000138
6
2.08
3
7.5
Story3
B.2.3-6 (4) Max
Y
8.3E-05
10
4.7
3
7.5
Story3
B.2.3-6 (4) Min
X
0.000214
10
4.7
3
7.5
Story3
B.2.3-6 (4) Min
Y
0.000101
11
4.7
5
7.5
Story3
B.2.3-6 (5) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (5) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (5) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (5) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (6) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (6) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (6) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (6) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (7) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (7) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (7) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (7) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-6 (8) Max
X
4.2E-05
7
2.08
5
7.5
Story3
B.2.3-6 (8) Max
Y
0.000147
10
4.7
3
7.5
Story3
B.2.3-6 (8) Min
X
0.000114
10
4.7
3
7.5
Story3
B.2.3-6 (8) Min
Y
0.000166
11
4.7
5
7.5
Story3
B.2.3-7 (1)
X
5.9E-05
10
4.7
3
7.5
Story3
B.2.3-7 (1)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-8 (1) Max
X
7.3E-05
6
2.08
3
7.5
Story3
B.2.3-8 (1) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (1) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (1) Min
Y
8.2E-05
11
4.7
5
7.5
Page 79 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
Y m
Z m
7.3E-05
6
2.08
3
7.5
5.6E-05
10
4.7
3
7.5
X
0.000191
10
4.7
3
7.5
B.2.3-8 (2) Min
Y
8.2E-05
11
4.7
5
7.5
B.2.3-8 (3) Max
X
7.3E-05
6
2.08
3
7.5
B.2.3-8 (3) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (3) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (3) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (4) Max
X
7.3E-05
6
2.08
3
7.5
Story3
B.2.3-8 (4) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (4) Min
X
0.000191
10
4.7
3
7.5
Story3
B.2.3-8 (4) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (5) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (5) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (5) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (6) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (6) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (6) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (7) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (7) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (7) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-8 (8) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (8) Min
X
0.000116
10
4.7
3
7.5
Story3
B.2.3-8 (8) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.3-9
X
2.3E-05
10
4.7
3
7.5
Story3
B.2.3-9
Y
6E-06
11
4.7
5
7.5
Story3
B.2.3-10 (1) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (1) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (1) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (1) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (2) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (2) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (2) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (2) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (3) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (3) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (3) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (3) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (4) Max
X
0.000153
6
2.08
3
7.5
Story3
B.2.3-10 (4) Max
Y
8.6E-05
10
4.7
3
7.5
Story3
B.2.3-10 (4) Min
X
0.000199
10
4.7
3
7.5
Story3
B.2.3-10 (4) Min
Y
9.7E-05
11
4.7
5
7.5
Story3
B.2.3-10 (5) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (5) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (5) Min
X
9.9E-05
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.3-8 (2) Max
X
Story3
B.2.3-8 (2) Max
Y
Story3
B.2.3-8 (2) Min
Story3 Story3 Story3
Page 80 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) X m
Y m
Z m
11
4.7
5
7.5
7
2.08
5
7.5
0.000151
10
4.7
3
7.5
X
9.9E-05
10
4.7
3
7.5
Y
0.000162
11
4.7
5
7.5
B.2.3-10 (7) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (7) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (7) Min
X
9.9E-05
10
4.7
3
7.5
Story3
B.2.3-10 (7) Min
Y
0.000162
11
4.7
5
7.5
Story3
B.2.3-10 (8) Max
X
5.6E-05
7
2.08
5
7.5
Story3
B.2.3-10 (8) Max
Y
0.000151
10
4.7
3
7.5
Story3
B.2.3-10 (8) Min
X
9.9E-05
10
4.7
3
7.5
Story3
B.2.3-10 (8) Min
Y
0.000162
11
4.7
5
7.5
Story3
ENVOLVENTE DE SERVICIO Max
X
0.000153
6
2.08
3
7.5
Story3
ENVOLVENTE DE SERVICIO Max
Y
0.000151
10
4.7
3
7.5
Story3
ENVOLVENTE DE SERVICIO Min
X
0.000214
10
4.7
3
7.5
Story3
ENVOLVENTE DE SERVICIO Min
Y
0.000166
11
4.7
5
7.5
Story3
ENVOLVENTE MAYORADA Max
X
0.000217
6
2.08
3
7.5
Story3
ENVOLVENTE MAYORADA Max
Y
0.000215
10
4.7
3
7.5
Story3
ENVOLVENTE MAYORADA Min
X
0.000325
10
4.7
3
7.5
Story3
ENVOLVENTE MAYORADA Min
Y
0.00024
11
4.7
5
7.5
Story3
B.2.3-3 (2)
X
3.7E-05
10
4.7
3
7.5
Story3
B.2.3-3 (2)
Y
9E-06
11
4.7
5
7.5
Story3
B.2.3-4 (2)
X
5.8E-05
10
4.7
3
7.5
Story3
B.2.3-4 (2)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-7 (2)
X
5.8E-05
10
4.7
3
7.5
Story3
B.2.3-7 (2)
Y
1.3E-05
11
4.7
5
7.5
Story3
B.2.3-8 (9) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (9) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (9) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (9) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (10) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (10) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (10) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (10) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (11) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (11) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (11) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (11) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (12) Max
X
7.4E-05
6
2.08
3
7.5
Story3
B.2.3-8 (12) Max
Y
5.6E-05
10
4.7
3
7.5
Story3
B.2.3-8 (12) Min
X
0.00019
10
4.7
3
7.5
Story3
B.2.3-8 (12) Min
Y
8.2E-05
11
4.7
5
7.5
Story3
B.2.3-8 (13) Max
Y
0.000104
10
4.7
3
7.5
Story3
B.2.3-8 (13) Min
X
0.000115
10
4.7
3
7.5
Story
Load Case/Combo
Direction
Drift
Label
Story3
B.2.3-10 (5) Min
Y
0.000162
Story3
B.2.3-10 (6) Max
X
5.6E-05
Story3
B.2.3-10 (6) Max
Y
Story3
B.2.3-10 (6) Min
Story3
B.2.3-10 (6) Min
Story3
Page 81 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) X m
Y m
Z m
11
4.7
5
7.5
10
4.7
3
7.5
4.7
3
7.5
11
4.7
5
7.5
10
4.7
3
7.5
10
4.7
3
7.5
0.00013
11
4.7
5
7.5
Y
0.000104
10
4.7
3
7.5
B.2.3-8 (16) Min
X
0.000115
10
4.7
3
7.5
B.2.3-8 (16) Min
Y
0.00013
11
4.7
5
7.5
Story3
B.2.4-2 (2)
X
9E-05
10
4.7
3
7.5
Story3
B.2.4-2 (2)
Y
1.9E-05
11
4.7
5
7.5
Story3
B.2.4-3 (2)
X
7.2E-05
10
4.7
3
7.5
Story3
B.2.4-3 (2)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-4 (2)
X
7.3E-05
10
4.7
3
7.5
Story3
B.2.4-4 (2)
Y
1.6E-05
11
4.7
5
7.5
Story3
B.2.4-5 (1) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (1) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (2) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (2) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (3) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (3) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (4) DER Max
X
0.001333
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Max
Y
0.000719
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Min
X
0.001481
10
4.7
3
7.5
Story3
B.2.4-5 (4) DER Min
Y
0.000751
11
4.7
5
7.5
Story3
B.2.4-5 (5) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (5) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (5) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (5) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (6) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (6) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (6) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (6) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (7) DER Max
X
0.000541
7
2.08
5
7.5
Story3
B.2.4-5 (7) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (7) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (7) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-5 (8) DER Max
X
0.000541
7
2.08
5
7.5
Story
Load Case/Combo
Direction
Drift
Story3
B.2.3-8 (13) Min
Y
0.00013
Story3
B.2.3-8 (14) Max
Y
0.000104
Story3
B.2.3-8 (14) Min
X
0.000115
10
Story3
B.2.3-8 (14) Min
Y
0.00013
Story3
B.2.3-8 (15) Max
Y
0.000104
Story3
B.2.3-8 (15) Min
X
0.000115
Story3
B.2.3-8 (15) Min
Y
Story3
B.2.3-8 (16) Max
Story3 Story3
Page 82 of 290
Label
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story3
B.2.4-5 (8) DER Max
Y
0.001235
10
4.7
3
7.5
Story3
B.2.4-5 (8) DER Min
X
0.00068
10
4.7
3
7.5
Story3
B.2.4-5 (8) DER Min
Y
0.001267
11
4.7
5
7.5
Story3
B.2.4-7 (1) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (1) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (2) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (2) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (3) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (3) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (4) DER Max
X
0.001373
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Max
Y
0.000727
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Min
X
0.001441
10
4.7
3
7.5
Story3
B.2.4-7 (4) DER Min
Y
0.000743
11
4.7
5
7.5
Story3
B.2.4-7 (5) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (5) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (5) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (5) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (6) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (6) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (7) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (7) DER Min
Y
0.001259
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Max
X
0.000577
11
4.7
5
7.5
Story3
B.2.4-7 (8) DER Max
Y
0.001243
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Min
X
0.00064
10
4.7
3
7.5
Story3
B.2.4-7 (8) DER Min
Y
0.001259
10
4.7
3
7.5
Story2
DEAD
Y
2.4E-05
15
4.7
-0.7
5
Story2
LIVE
Y
1.4E-05
13
0
-0.7
5
Story2
SX Max
X
0.004097
15
4.7
-0.7
5
Story2
SX Max
Y
0.001082
15
4.7
-0.7
5
Story2
SY Max
X
0.000743
12
4.7
7.2
5
Story2
SY Max
Y
0.002734
15
4.7
-0.7
5
Story2
GRANIZO
X
1.884E-07
12
4.7
7.2
5
Story2
GRANIZO
Y
5.591E-08
15
4.7
-0.7
5
Story2
Sx Estatico
X
0.002867
15
4.7
-0.7
5
Story2
Sy Estatico
Y
0.002464
15
4.7
-0.7
5
Page 83 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-1
Y
3.4E-05
15
4.7
-0.7
5
Story2
B.2.4-2 (1)
Y
5.1E-05
15
4.7
-0.7
5
Story2
B.2.4-3 (1)
Y
4.3E-05
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (1) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-6
Y
2.2E-05
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (1) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.3-1
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-2
Y
3.8E-05
15
4.7
-0.7
5
Story2
B.2.3-3 (1)
Y
2.4E-05
15
4.7
-0.7
5
Story2
ExDIS Max
X
0.000732
15
4.7
-0.7
5
Story2
ExDIS Max
Y
0.000193
15
4.7
-0.7
5
Story2
ExDIS Min
X
0.000732
15
4.7
-0.7
5
Story2
ExDIS Min
Y
0.000193
15
4.7
-0.7
5
Story2
EyDIS Max
X
0.000133
12
4.7
7.2
5
Story2
EyDIS Max
Y
0.000488
15
4.7
-0.7
5
Story2
EyDIS Min
X
0.000133
12
4.7
7.2
5
Story2
EyDIS Min
Y
0.000488
15
4.7
-0.7
5
Story2
B.2.4-4 (1)
Y
4.3E-05
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (2) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (3) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Max
Y
0.000297
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-5 (4) Min
Y
0.000383
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (5) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (6) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Max
X
0.000348
15
4.7
-0.7
5
Story
Page 84 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-5 (7) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (7) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Max
Y
0.000503
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-5 (8) Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (2) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (3) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Max
X
0.000771
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Max
Y
0.000318
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Min
X
0.000769
15
4.7
-0.7
5
Story2
B.2.4-7 (4) Min
Y
0.000361
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (5) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (6) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (7) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Max
X
0.000348
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Max
Y
0.000525
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Min
X
0.000346
15
4.7
-0.7
5
Story2
B.2.4-7 (8) Min
Y
0.000568
15
4.7
-0.7
5
Story2
B.2.3-4 (1)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-5
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Max
Y
0.000214
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-6 (1) Min
Y
0.000262
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Max
Y
0.000214
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-6 (2) Min
Y
0.000262
15
4.7
-0.7
5
Page 85 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.000214
15
4.7
-0.7
5
X
0.000538
15
4.7
-0.7
5
B.2.3-6 (4) Min
Y
0.000262
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (5) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (6) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (7) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Max
Y
0.000358
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-6 (8) Min
Y
0.000406
15
4.7
-0.7
5
Story2
B.2.3-7 (1)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (1) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (2) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (3) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (4) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (5) Min
Y
0.000321
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Story2
B.2.3-6 (3) Max
X
0.00054
15
Story2
B.2.3-6 (3) Max
Y
0.000214
15
Story2
B.2.3-6 (3) Min
X
0.000538
15
Story2
B.2.3-6 (3) Min
Y
0.000262
Story2
B.2.3-6 (4) Max
X
0.00054
Story2
B.2.3-6 (4) Max
Y
Story2
B.2.3-6 (4) Min
Story2
Page 86 of 290
Label
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.3-8 (6) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (6) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (7) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Min
X
0.000182
15
4.7
-0.7
5
Story2
B.2.3-8 (8) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-9
Y
1.4E-05
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (1) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (2) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (3) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Max
X
0.00054
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Max
Y
0.000223
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Min
X
0.000538
15
4.7
-0.7
5
Story2
B.2.3-10 (4) Min
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (5) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (6) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (7) Min
Y
0.000397
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Max
X
0.000244
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Max
Y
0.000368
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Min
X
0.000242
15
4.7
-0.7
5
Story2
B.2.3-10 (8) Min
Y
0.000397
15
4.7
-0.7
5
Page 87 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.000525
15
4.7
-0.7
5
X
0.000769
15
4.7
-0.7
5
ENVOLVENTE MAYORADA Min
Y
0.000589
15
4.7
-0.7
5
Story2
B.2.3-3 (2)
Y
2.4E-05
15
4.7
-0.7
5
Story2
B.2.3-4 (2)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-7 (2)
Y
3.5E-05
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (9) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (10) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (11) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Max
X
0.000405
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Max
Y
0.000144
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Min
X
0.000404
15
4.7
-0.7
5
Story2
B.2.3-8 (12) Min
Y
0.000213
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (13) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (14) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (15) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Max
X
0.000183
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Max
Y
0.000252
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Min
X
0.000181
15
4.7
-0.7
5
Story2
B.2.3-8 (16) Min
Y
0.000321
15
4.7
-0.7
5
Story2
B.2.4-2 (2)
Y
5.1E-05
15
4.7
-0.7
5
Story2
B.2.4-3 (2)
Y
4.3E-05
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Story2
ENVOLVENTE DE SERVICIO Max
X
0.00054
15
Story2
ENVOLVENTE DE SERVICIO Max
Y
0.000368
15
Story2
ENVOLVENTE DE SERVICIO Min
X
0.000538
15
Story2
ENVOLVENTE DE SERVICIO Min
Y
0.000406
Story2
ENVOLVENTE MAYORADA Max
X
0.000771
Story2
ENVOLVENTE MAYORADA Max
Y
Story2
ENVOLVENTE MAYORADA Min
Story2
Page 88 of 290
Label
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
4.7
-0.7
5
4.7
-0.7
5
4.7
-0.7
5
15
4.7
-0.7
5
15
4.7
-0.7
5
0.004313
15
4.7
-0.7
5
Y
0.001859
15
4.7
-0.7
5
B.2.4-5 (2) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (2) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Max
Y
0.001859
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (3) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Max
Y
0.001859
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-5 (4) DER Min
Y
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (5) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (6) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (7) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Max
Y
0.003016
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-5 (8) DER Min
Y
0.003102
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (1) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (2) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (3) DER Min
Y
0.001924
15
4.7
-0.7
5
Story
Load Case/Combo
Direction
Drift
Label
Story2
B.2.4-4 (2)
Story2
B.2.4-5 (1) DER Max
Y
4.3E-05
15
X
0.004313
15
Story2
B.2.4-5 (1) DER Max
Y
0.001859
15
Story2
B.2.4-5 (1) DER Min
X
0.004311
Story2
B.2.4-5 (1) DER Min
Y
0.001945
Story2
B.2.4-5 (2) DER Max
X
Story2
B.2.4-5 (2) DER Max
Story2
Page 89 of 290
X m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story2
B.2.4-7 (4) DER Max
X
0.004313
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Max
Y
0.00188
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Min
X
0.004311
15
4.7
-0.7
5
Story2
B.2.4-7 (4) DER Min
Y
0.001924
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (5) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (6) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (7) DER Min
Y
0.00308
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Max
X
0.001945
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Max
Y
0.003037
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Min
X
0.001943
15
4.7
-0.7
5
Story2
B.2.4-7 (8) DER Min
Y
0.00308
15
4.7
-0.7
5
Story1
DEAD
X
3E-06
12
4.7
7.2
2.5
Story1
DEAD
Y
7E-06
12
4.7
7.2
2.5
Story1
LIVE
X
2E-06
12
4.7
7.2
2.5
Story1
LIVE
Y
5E-06
12
4.7
7.2
2.5
Story1
SX Max
X
0.004051
9
4.7
0
2.5
Story1
SX Max
Y
0.001176
11
4.7
5
2.5
Story1
SY Max
X
0.000752
12
4.7
7.2
2.5
Story1
SY Max
Y
0.002816
12
4.7
7.2
2.5
Story1
GRANIZO
X
4.288E-08
12
4.7
7.2
2.5
Story1
GRANIZO
Y
1.684E-08
12
4.7
7.2
2.5
Story1
Sx Estatico
X
0.00287
9
4.7
0
2.5
Story1
Sy Estatico
Y
0.0025
12
4.7
7.2
2.5
Story1
B.2.4-1
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.4-1
Y
1E-05
12
4.7
7.2
2.5
Story1
B.2.4-2 (1)
X
6E-06
12
4.7
7.2
2.5
Story1
B.2.4-2 (1)
Y
1.7E-05
12
4.7
7.2
2.5
Story1
B.2.4-3 (1)
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.4-3 (1)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (1) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (1) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-6
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.4-6
Y
6E-06
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) Max
X
0.00076
9
4.7
0
2.5
Page 90 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
B.2.4-7 (1) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (1) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.3-1
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-1
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-2
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.3-2
Y
1.2E-05
12
4.7
7.2
2.5
Story1
B.2.3-3 (1)
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-3 (1)
Y
7E-06
12
4.7
7.2
2.5
Story1
ExDIS Max
X
0.000724
9
4.7
0
2.5
Story1
ExDIS Max
Y
0.00021
12
4.7
7.2
2.5
Story1
ExDIS Min
X
0.000724
9
4.7
0
2.5
Story1
ExDIS Min
Y
0.00021
12
4.7
7.2
2.5
Story1
EyDIS Max
X
0.000134
12
4.7
7.2
2.5
Story1
EyDIS Max
Y
0.000503
12
4.7
7.2
2.5
Story1
EyDIS Min
X
0.000134
12
4.7
7.2
2.5
Story1
EyDIS Min
Y
0.000503
12
4.7
7.2
2.5
Story1
B.2.4-4 (1)
X
5E-06
12
4.7
7.2
2.5
Story1
B.2.4-4 (1)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (2) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (2) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (3) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (3) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) Max
X
0.000761
9
4.7
0
2.5
Story1
B.2.4-5 (4) Max
Y
0.000347
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) Min
X
0.000758
9
4.7
0
2.5
Story1
B.2.4-5 (4) Min
Y
0.000375
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (5) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (5) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (6) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (6) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (7) Max
Y
0.000552
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (7) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) Max
X
0.000338
9
4.7
0
2.5
Story1
B.2.4-5 (8) Max
Y
0.000552
12
4.7
7.2
2.5
Page 91 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
Load Case/Combo
Direction
Drift
Story1
B.2.4-5 (8) Min
X
0.000335
9
4.7
0
2.5
Story1
B.2.4-5 (8) Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (2) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (2) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (3) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (3) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) Max
X
0.00076
9
4.7
0
2.5
Story1
B.2.4-7 (4) Max
Y
0.000355
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) Min
X
0.000759
9
4.7
0
2.5
Story1
B.2.4-7 (4) Min
Y
0.000367
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (5) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (5) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (6) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (6) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (7) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (7) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) Max
X
0.000337
9
4.7
0
2.5
Story1
B.2.4-7 (8) Max
Y
0.00056
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) Min
X
0.000336
9
4.7
0
2.5
Story1
B.2.4-7 (8) Min
Y
0.000572
12
4.7
7.2
2.5
Story1
B.2.3-4 (1)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (1)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-5
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-5
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-6 (1) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (1) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (1) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (1) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (2) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (2) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (2) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (2) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (3) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-6 (3) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (3) Min
X
0.000531
9
4.7
0
2.5
Page 92 of 290
Label
X m
Story
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Drift
Label
X m
Y m
Z m
Y
0.00026
12
4.7
7.2
2.5
X
0.000532
9
4.7
0
2.5
B.2.3-6 (4) Max
Y
0.000246
12
4.7
7.2
2.5
Story1
B.2.3-6 (4) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-6 (4) Min
Y
0.00026
12
4.7
7.2
2.5
Story1
B.2.3-6 (5) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (5) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (5) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (5) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (6) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (6) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (6) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (6) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (7) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (7) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (7) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (7) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-6 (8) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-6 (8) Max
Y
0.000389
12
4.7
7.2
2.5
Story1
B.2.3-6 (8) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-6 (8) Min
Y
0.000403
12
4.7
7.2
2.5
Story1
B.2.3-7 (1)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-7 (1)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-8 (1) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (1) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (1) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (1) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (2) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (2) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (2) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (2) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (3) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (3) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (3) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (3) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (4) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (4) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (4) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (4) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (5) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (5) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (5) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (5) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (6) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (6) Max
Y
0.000286
12
4.7
7.2
2.5
Story
Load Case/Combo
Direction
Story1
B.2.3-6 (3) Min
Story1
B.2.3-6 (4) Max
Story1
Page 93 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Y m
Z m
Load Case/Combo
Direction
Drift
Story1
B.2.3-8 (6) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (6) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (7) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (7) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (7) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (7) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (8) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (8) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (8) Min
X
0.000176
9
4.7
0
2.5
Story1
B.2.3-8 (8) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-9
X
2E-06
12
4.7
7.2
2.5
Story1
B.2.3-9
Y
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-10 (1) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (1) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (1) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (1) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (2) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (2) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (2) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (2) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (3) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (3) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (3) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (3) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (4) Max
X
0.000532
9
4.7
0
2.5
Story1
B.2.3-10 (4) Max
Y
0.000248
12
4.7
7.2
2.5
Story1
B.2.3-10 (4) Min
X
0.000531
9
4.7
0
2.5
Story1
B.2.3-10 (4) Min
Y
0.000257
12
4.7
7.2
2.5
Story1
B.2.3-10 (5) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (5) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (5) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (5) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (6) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (6) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (6) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (6) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (7) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (7) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (7) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (7) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
B.2.3-10 (8) Max
X
0.000236
9
4.7
0
2.5
Story1
B.2.3-10 (8) Max
Y
0.000392
12
4.7
7.2
2.5
Story1
B.2.3-10 (8) Min
X
0.000235
9
4.7
0
2.5
Story1
B.2.3-10 (8) Min
Y
0.0004
12
4.7
7.2
2.5
Story1
ENVOLVENTE DE SERVICIO Max
X
0.000532
9
4.7
0
2.5
Page 94 of 290
Label
X m
Story
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Story
Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.000392
12
4.7
7.2
2.5
Story1
ENVOLVENTE DE SERVICIO Min
X
0.000531
9
4.7
0
2.5
Story1
ENVOLVENTE DE SERVICIO Min
Y
0.000403
12
4.7
7.2
2.5
Story1
ENVOLVENTE MAYORADA Max
X
0.000761
9
4.7
0
2.5
Story1
ENVOLVENTE MAYORADA Max
Y
0.00056
12
4.7
7.2
2.5
Story1
ENVOLVENTE MAYORADA Min
X
0.000759
9
4.7
0
2.5
Story1
ENVOLVENTE MAYORADA Min
Y
0.00058
12
4.7
7.2
2.5
Story1
B.2.3-3 (2)
X
3E-06
12
4.7
7.2
2.5
Story1
B.2.3-3 (2)
Y
7E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (2)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-4 (2)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-7 (2)
X
4E-06
12
4.7
7.2
2.5
Story1
B.2.3-7 (2)
Y
1.1E-05
12
4.7
7.2
2.5
Story1
B.2.3-8 (9) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (9) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (9) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (9) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (10) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (10) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (10) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (10) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (11) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (11) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (11) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (11) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (12) Max
X
0.0004
9
4.7
0
2.5
Story1
B.2.3-8 (12) Max
Y
0.000179
12
4.7
7.2
2.5
Story1
B.2.3-8 (12) Min
X
0.000397
9
4.7
0
2.5
Story1
B.2.3-8 (12) Min
Y
0.0002
12
4.7
7.2
2.5
Story1
B.2.3-8 (13) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (13) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (13) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (13) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (14) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (14) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (14) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (14) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (15) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (15) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (15) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (15) Min
Y
0.000308
12
4.7
7.2
2.5
Story1
B.2.3-8 (16) Max
X
0.000178
9
4.7
0
2.5
Story1
B.2.3-8 (16) Max
Y
0.000286
12
4.7
7.2
2.5
Story1
B.2.3-8 (16) Min
X
0.000175
9
4.7
0
2.5
Story1
B.2.3-8 (16) Min
Y
0.000308
12
4.7
7.2
2.5
Page 95 of 290
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Label
X m
6E-06
12
4.7
7.2
2.5
1.7E-05
12
4.7
7.2
2.5
5E-06
12
4.7
7.2
2.5
Y
1.4E-05
12
4.7
7.2
2.5
X
5E-06
12
4.7
7.2
2.5
B.2.4-4 (2)
Y
1.4E-05
12
4.7
7.2
2.5
Story1
B.2.4-5 (1) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (1) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (1) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (1) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (2) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (2) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (2) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (2) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (3) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (3) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (3) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (3) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (4) DER Max
X
0.004254
9
4.7
0
2.5
Story1
B.2.4-5 (4) DER Max
Y
0.002008
11
4.7
5
2.5
Story1
B.2.4-5 (4) DER Min
X
0.004251
9
4.7
0
2.5
Story1
B.2.4-5 (4) DER Min
Y
0.002035
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (5) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (5) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (5) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (6) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (6) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (6) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (7) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (7) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (7) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) DER Max
X
0.001887
9
4.7
0
2.5
Story1
B.2.4-5 (8) DER Max
Y
0.003156
12
4.7
7.2
2.5
Story1
B.2.4-5 (8) DER Min
X
0.001884
9
4.7
0
2.5
Story1
B.2.4-5 (8) DER Min
Y
0.003183
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (1) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (1) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (1) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (2) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (2) DER Min
X
0.004252
9
4.7
0
2.5
Story
Load Case/Combo
Direction
Story1
B.2.4-2 (2)
X
Story1
B.2.4-2 (2)
Y
Story1
B.2.4-3 (2)
X
Story1
B.2.4-3 (2)
Story1
B.2.4-4 (2)
Story1
Drift
Page 96 of 290
Y m
Z m
Analysis Results
4/02/2019
Table 5.5 - Story Drifts (continued) Load Case/Combo
Direction
Drift
Label
X m
Y m
Z m
Story1
B.2.4-7 (2) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (3) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (3) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (3) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) DER Max
X
0.004253
9
4.7
0
2.5
Story1
B.2.4-7 (4) DER Max
Y
0.002015
12
4.7
7.2
2.5
Story1
B.2.4-7 (4) DER Min
X
0.004252
9
4.7
0
2.5
Story1
B.2.4-7 (4) DER Min
Y
0.002028
12
4.7
7.2
2.5
Story1
B.2.4-7 (5) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (5) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (5) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (5) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (6) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (6) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (6) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (6) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (7) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (7) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (7) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (7) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story1
B.2.4-7 (8) DER Max
X
0.001886
9
4.7
0
2.5
Story1
B.2.4-7 (8) DER Max
Y
0.003163
11
4.7
5
2.5
Story1
B.2.4-7 (8) DER Min
X
0.001885
9
4.7
0
2.5
Story1
B.2.4-7 (8) DER Min
Y
0.003176
12
4.7
7.2
2.5
Story
Table 5.6 - Story Max/Avg Drifts Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
DEAD
X
0.095
0.09
1.063
Story3
DEAD
Y
0.023
0.017
1.369
Story3
LIVE
X
0.07
0.066
1.058
Story3
LIVE
Y
0.013
0.009
1.477
Story3
SX Max
X
3.366
3.202
1.051
Story3
SX Max
Y
0.988
0.724
1.364
Story3
SY Max
X
0.606
0.556
1.091
Story3
SY Max
Y
2.831
2.755
1.027
Story3
GRANIZO
X
0.002
0.002
1.013
Story3
Sx Estatico
X
3.271
3.241
1.009
Story3
Sy Estatico
Y
2.699
2.674
1.009
Story3
B.2.4-1
X
0.133
0.126
1.063 1.369
Story3
B.2.4-1
Y
0.033
0.024
Story3
B.2.4-2 (1)
X
0.227
0.214
1.06
Story3
B.2.4-2 (1)
Y
0.049
0.034
1.413
Story3
B.2.4-3 (1)
X
0.185
0.174
1.061
Page 97 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.4-3 (1)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (1) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (1) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (1) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (1) Min
Y
0.369
0.306
1.205
Story3
B.2.4-6
X
0.086
0.081
1.063
Story3
B.2.4-6
Y
0.021
0.015
1.369
Story3
B.2.4-7 (1) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (1) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (1) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (1) Min
Y
0.349
0.292
1.194
Story3
B.2.3-1
X
0.095
0.09
1.063
Story3
B.2.3-1
Y
0.023
0.017
1.369
Story3
B.2.3-2
X
0.165
0.156
1.06
Story3
B.2.3-2
Y
0.036
0.026
1.406
Story3
B.2.3-3 (1)
X
0.095
0.09
1.063
Story3
B.2.3-3 (1)
Y
0.023
0.017
1.369
Story3
ExDIS Max
X
0.601
0.572
1.051
Story3
ExDIS Max
Y
0.176
0.129
1.364
Story3
ExDIS Min
X
0.601
0.572
1.051
Story3
ExDIS Min
Y
0.176
0.129
1.364
Story3
EyDIS Max
X
0.108
0.099
1.091
Story3
EyDIS Max
Y
0.506
0.492
1.027
Story3
EyDIS Min
X
0.108
0.099
1.091
Story3
EyDIS Min
Y
0.506
0.492
1.027
Story3
B.2.4-4 (1)
X
0.185
0.174
1.061
Story3
B.2.4-4 (1)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (2) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (2) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (2) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (2) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (3) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (3) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (3) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (3) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (4) Max
X
0.445
0.428
1.041
Story3
B.2.4-5 (4) Max
Y
0.288
0.248
1.161
Story3
B.2.4-5 (4) Min
X
0.813
0.776
1.048
Story3
B.2.4-5 (4) Min
Y
0.369
0.306
1.205
Story3
B.2.4-5 (5) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (5) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (5) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (5) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (6) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (6) Max
Y
0.518
0.502
1.033
Page 98 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-5 (6) Min
X
0.455
0.445
Story3
B.2.4-5 (6) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (7) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (7) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (7) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (7) Min
Y
0.599
0.56
1.07
Story3
B.2.4-5 (8) Max
X
0.107
0.097
1.11
Story3
B.2.4-5 (8) Max
Y
0.518
0.502
1.033
Story3
B.2.4-5 (8) Min
X
0.455
0.445
1.023
Story3
B.2.4-5 (8) Min
Y
0.599
0.56
1.07
Story3
B.2.4-7 (2) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (2) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (2) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (2) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (3) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (3) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (3) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (3) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (4) Max
X
0.543
0.521
1.043
Story3
B.2.4-7 (4) Max
Y
0.307
0.262
1.175
Story3
B.2.4-7 (4) Min
X
0.714
0.682
1.046
Story3
B.2.4-7 (4) Min
Y
0.349
0.292
1.194
Story3
B.2.4-7 (5) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (5) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (5) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (5) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (6) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (6) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (6) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (6) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (7) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (7) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (7) Min
X
0.356
0.352
1.014
1.023
Story3
B.2.4-7 (7) Min
Y
0.579
0.546
1.061
Story3
B.2.4-7 (8) Max
X
0.195
0.19
1.027
Story3
B.2.4-7 (8) Max
Y
0.538
0.516
1.043
Story3
B.2.4-7 (8) Min
X
0.356
0.352
1.014
Story3
B.2.4-7 (8) Min
Y
0.579
0.546
1.061
Story3
B.2.3-4 (1)
X
0.148
0.139
1.061
Story3
B.2.3-4 (1)
Y
0.033
0.024
1.399
Story3
B.2.3-5
X
0.095
0.09
1.063
Story3
B.2.3-5
Y
0.023
0.017
1.369
Story3
B.2.3-6 (1) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (1) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (1) Min
X
0.535
0.511
1.047
Page 99 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.3-6 (1) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (2) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (2) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (2) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (2) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (3) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (3) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (3) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (3) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (4) Max
X
0.345
0.331
1.042
Story3
B.2.3-6 (4) Max
Y
0.207
0.177
1.169
Story3
B.2.3-6 (4) Min
X
0.535
0.511
1.047
Story3
B.2.3-6 (4) Min
Y
0.253
0.211
1.199
Story3
B.2.3-6 (5) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (5) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (5) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (5) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (6) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (6) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (6) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (6) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (7) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (7) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (7) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (7) Min
Y
0.414
0.389
1.066
Story3
B.2.3-6 (8) Max
X
0.106
0.1
1.057
Story3
B.2.3-6 (8) Max
Y
0.368
0.355
1.038
Story3
B.2.3-6 (8) Min
X
0.285
0.279
1.02
Story3
B.2.3-6 (8) Min
Y
0.414
0.389
1.066
Story3
B.2.3-7 (1)
X
0.148
0.139
1.061
Story3
B.2.3-7 (1)
Y
0.033
0.024
1.399
Story3
B.2.3-8 (1) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (1) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (1) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (1) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (2) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (2) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (2) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (2) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (3) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (3) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (3) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (3) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (4) Max
X
0.183
0.176
1.039
Story3
B.2.3-8 (4) Max
Y
0.14
0.122
1.147
Page 100 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Story3
B.2.3-8 (4) Min
X
0.478
0.455
1.049
Story3
B.2.3-8 (4) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (5) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (5) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (5) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (6) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (6) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (6) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (7) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (7) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (7) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (8) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (8) Min
X
0.29
0.282
1.03
Story3
B.2.3-8 (8) Min
Y
0.326
0.302
1.079
Story3
B.2.3-9
X
0.057
0.054
1.063
Story3
B.2.3-9
Y
0.014
0.01
1.369
Story3
B.2.3-10 (1) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (1) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (1) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (1) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (2) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (2) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (2) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (2) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (3) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (3) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (3) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (3) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (4) Max
X
0.383
0.367
1.043
Story3
B.2.3-10 (4) Max
Y
0.216
0.184
1.175
Story3
B.2.3-10 (4) Min
X
0.497
0.475
1.046
Story3
B.2.3-10 (4) Min
Y
0.244
0.204
1.194
Story3
B.2.3-10 (5) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (5) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (5) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (5) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (6) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (6) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (6) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (6) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (7) Max
X
0.139
0.136
1.025
Story3
B.2.3-10 (7) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (7) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (7) Min
Y
0.405
0.382
1.06
Story3
B.2.3-10 (8) Max
X
0.139
0.136
1.025
Page 101 of 290
Ratio
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story3
B.2.3-10 (8) Max
Y
0.377
0.361
1.044
Story3
B.2.3-10 (8) Min
X
0.247
0.243
1.013
Story3
B.2.3-10 (8) Min
Y
0.405
0.382
1.06
Story3
ENVOLVENTE DE SERVICIO Max
X
0.383
0.367
1.043
Story3
ENVOLVENTE DE SERVICIO Max
Y
0.377
0.361
1.044
Story3
ENVOLVENTE DE SERVICIO Min
X
0.535
0.511
1.047
Story3
ENVOLVENTE DE SERVICIO Min
Y
0.414
0.389
1.066
Story3
ENVOLVENTE MAYORADA Max
X
0.543
0.521
1.043
Story3
ENVOLVENTE MAYORADA Max
Y
0.538
0.516
1.043
Story3
ENVOLVENTE MAYORADA Min
X
0.813
0.776
1.048
Story3
ENVOLVENTE MAYORADA Min
Y
0.599
0.56
1.07
Story3
B.2.3-3 (2)
X
0.093
0.087
1.065
Story3
B.2.3-3 (2)
Y
0.023
0.017
1.368
Story3
B.2.3-4 (2)
X
0.146
0.138
1.062
Story3
B.2.3-4 (2)
Y
0.033
0.024
1.399
Story3
B.2.3-7 (2)
X
0.146
0.138
1.062
Story3
B.2.3-7 (2)
Y
0.033
0.024
1.399
Story3
B.2.3-8 (9) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (9) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (9) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (9) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (10) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (10) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (10) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (10) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (11) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (11) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (11) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (11) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (12) Max
X
0.185
0.178
1.039
Story3
B.2.3-8 (12) Max
Y
0.14
0.122
1.147
Story3
B.2.3-8 (12) Min
X
0.476
0.453
1.05
Story3
B.2.3-8 (12) Min
Y
0.205
0.169
1.214
Story3
B.2.3-8 (13) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (13) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (13) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (14) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (14) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (14) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (15) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (15) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (15) Min
Y
0.326
0.302
1.079
Story3
B.2.3-8 (16) Max
Y
0.261
0.255
1.022
Story3
B.2.3-8 (16) Min
X
0.288
0.28
1.03
Story3
B.2.3-8 (16) Min
Y
0.326
0.302
1.079
Page 102 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story3
B.2.4-2 (2)
X
0.225
0.213
1.06
Story3
B.2.4-2 (2)
Y
0.049
0.034
1.413
Story3
B.2.4-3 (2)
X
0.181
0.17
1.062
Story3
B.2.4-3 (2)
Y
0.041
0.029
1.401
Story3
B.2.4-4 (2)
X
0.183
0.173
1.061
Story3
B.2.4-4 (2)
Y
0.041
0.029
1.401
Story3
B.2.4-5 (1) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (1) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (1) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (1) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (2) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (2) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (2) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (2) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (3) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (3) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (3) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (3) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (4) DER Max
X
3.333
3.194
1.043
Story3
B.2.4-5 (4) DER Max
Y
1.797
1.522
1.181
Story3
B.2.4-5 (4) DER Min
X
3.702
3.542
1.045
Story3
B.2.4-5 (4) DER Min
Y
1.878
1.58
1.188
Story3
B.2.4-5 (5) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (5) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (5) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (5) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (6) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (6) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (6) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (6) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (7) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (7) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (7) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (7) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-5 (8) DER Max
X
1.353
1.342
1.008
Story3
B.2.4-5 (8) DER Max
Y
3.087
2.944
1.049
Story3
B.2.4-5 (8) DER Min
X
1.7
1.69
1.006
Story3
B.2.4-5 (8) DER Min
Y
3.168
3.002
1.055
Story3
B.2.4-7 (1) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (1) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (1) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (1) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (2) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (2) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (2) DER Min
X
3.603
3.449
1.045
Page 103 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story3
B.2.4-7 (2) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (3) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (3) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (3) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (3) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (4) DER Max
X
3.431
3.288
1.044
Story3
B.2.4-7 (4) DER Max
Y
1.816
1.536
1.183
Story3
B.2.4-7 (4) DER Min
X
3.603
3.449
1.045
Story3
B.2.4-7 (4) DER Min
Y
1.858
1.566
1.186
Story3
B.2.4-7 (5) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (5) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (5) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (5) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (6) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (6) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (6) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (6) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (7) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (7) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (7) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (7) DER Min
Y
3.148
2.988
1.054
Story3
B.2.4-7 (8) DER Max
X
1.441
1.435
1.004
Story3
B.2.4-7 (8) DER Max
Y
3.107
2.957
1.05
Story3
B.2.4-7 (8) DER Min
X
1.601
1.597
1.003
Story3
B.2.4-7 (8) DER Min
Y
3.148
2.988
1.054
Story2
DEAD
Y
0.06
0.059
1.019
Story2
LIVE
Y
0.036
0.035
1.009
Story2
SX Max
X
10.244
7.769
1.318
Story2
SX Max
Y
2.705
1.813
1.492
Story2
SY Max
X
1.857
1.382
1.344
Story2
SY Max
Y
6.835
6.392
1.069
Story2
GRANIZO
X
0.0004709
0.000391
1.204
Story2
GRANIZO
Y
0.0001398 9.225E-05
1.515
Story2
Sx Estatico
X
7.167
6.289
1.14
Story2
Sy Estatico
Y
6.161
5.911
1.042
Story2
B.2.4-1
Y
0.084
0.083
1.019
Story2
B.2.4-2 (1)
Y
0.128
0.127
1.007
Story2
B.2.4-3 (1)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (1) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (1) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (1) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (1) Min
Y
0.957
0.776
1.232
Story2
B.2.4-6
Y
0.054
0.053
1.019
Story2
B.2.4-7 (1) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (1) Max
Y
0.795
0.616
1.291
Page 104 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.4-7 (1) Min
X
1.923
1.481
1.298
Story2
B.2.4-7 (1) Min
Y
0.903
0.723
1.249
Story2
B.2.3-1
Y
0.06
0.059
1.019
Story2
B.2.3-2
Y
0.095
0.094
1.009
Story2
B.2.3-3 (1)
Y
0.06
0.059
1.019
Story2
ExDIS Max
X
1.83
1.388
1.318
Story2
ExDIS Max
Y
0.483
0.324
1.492
Story2
ExDIS Min
X
1.83
1.388
1.318
Story2
ExDIS Min
Y
0.483
0.324
1.492
Story2
EyDIS Max
X
0.332
0.247
1.344
Story2
EyDIS Max
Y
1.221
1.142
1.069
Story2
EyDIS Min
X
0.332
0.247
1.344
Story2
EyDIS Min
Y
1.221
1.142
1.069
Story2
B.2.4-4 (1)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (2) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (2) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (2) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (2) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (3) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (3) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (3) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (3) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (4) Max
X
1.927
1.489
1.294
Story2
B.2.4-5 (4) Max
Y
0.742
0.563
1.318
Story2
B.2.4-5 (4) Min
X
1.923
1.481
1.298
Story2
B.2.4-5 (4) Min
Y
0.957
0.776
1.232
Story2
B.2.4-5 (5) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (5) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (5) Min
X
0.866
0.691
1.253
Story2
B.2.4-5 (5) Min
Y
1.473
1.357
1.086
Story2
B.2.4-5 (6) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (6) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (6) Min
X
0.866
0.691
1.253 1.086
Story2
B.2.4-5 (6) Min
Y
1.473
1.357
Story2
B.2.4-5 (7) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (7) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (7) Min
X
0.866
0.691
1.253 1.086
Story2
B.2.4-5 (7) Min
Y
1.473
1.357
Story2
B.2.4-5 (8) Max
X
0.87
0.698
1.247
Story2
B.2.4-5 (8) Max
Y
1.258
1.143
1.101
Story2
B.2.4-5 (8) Min
X
0.866
0.691
1.253
Story2
B.2.4-5 (8) Min
Y
1.473
1.357
1.086
Story2
B.2.4-7 (2) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (2) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (2) Min
X
1.923
1.481
1.298
Page 105 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story2
B.2.4-7 (2) Min
Y
0.903
0.723
1.249
Story2
B.2.4-7 (3) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (3) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (3) Min
X
1.923
1.481
1.298
Story2
B.2.4-7 (3) Min
Y
0.903
0.723
1.249
Story2
B.2.4-7 (4) Max
X
1.927
1.489
1.294
Story2
B.2.4-7 (4) Max
Y
0.795
0.616
1.291
Story2
B.2.4-7 (4) Min
X
1.923
1.481
1.298 1.249
Story2
B.2.4-7 (4) Min
Y
0.903
0.723
Story2
B.2.4-7 (5) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (5) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (5) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (5) Min
Y
1.42
1.304
Story2
B.2.4-7 (6) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (6) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (6) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (6) Min
Y
1.42
1.304
Story2
B.2.4-7 (7) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (7) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (7) Min
X
0.866
0.691
1.253 1.089
Story2
B.2.4-7 (7) Min
Y
1.42
1.304
Story2
B.2.4-7 (8) Max
X
0.87
0.698
1.247
Story2
B.2.4-7 (8) Max
Y
1.311
1.196
1.096
Story2
B.2.4-7 (8) Min
X
0.866
0.691
1.253
Story2
B.2.4-7 (8) Min
Y
1.42
1.304
1.089
Story2
B.2.3-4 (1)
Y
0.086
0.086
1.011
Story2
B.2.3-5
Y
0.06
0.059
1.019
Story2
B.2.3-6 (1) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (1) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (1) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (1) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (2) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (2) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (2) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (2) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (3) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (3) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (3) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (3) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (4) Max
X
1.35
1.044
1.293
Story2
B.2.3-6 (4) Max
Y
0.534
0.409
1.306
Story2
B.2.3-6 (4) Min
X
1.345
1.035
1.299
Story2
B.2.3-6 (4) Min
Y
0.655
0.528
1.239
Story2
B.2.3-6 (5) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (5) Max
Y
0.896
0.815
1.099
Page 106 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Story2
B.2.3-6 (5) Min
X
0.605
0.482
Story2
B.2.3-6 (5) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (6) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (6) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (6) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (6) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (7) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (7) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (7) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (7) Min
Y
1.016
0.935
1.087
Story2
B.2.3-6 (8) Max
X
0.61
0.49
1.245
Story2
B.2.3-6 (8) Max
Y
0.896
0.815
1.099
Story2
B.2.3-6 (8) Min
X
0.605
0.482
1.254
Story2
B.2.3-6 (8) Min
Y
1.016
0.935
1.087
Story2
B.2.3-7 (1)
Y
0.086
0.086
1.011
Story2
B.2.3-8 (1) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (1) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (1) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (1) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (2) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (2) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (2) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (2) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (3) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (3) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (3) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (3) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (4) Max
X
1.012
0.783
1.293
Story2
B.2.3-8 (4) Max
Y
0.359
0.266
1.353
Story2
B.2.3-8 (4) Min
X
1.009
0.776
1.299
Story2
B.2.3-8 (4) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (5) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (5) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (5) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (5) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (6) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (6) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (6) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (6) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (7) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (7) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (7) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (7) Min
Y
0.803
0.742
1.083
Story2
B.2.3-8 (8) Max
X
0.457
0.368
1.245
Story2
B.2.3-8 (8) Max
Y
0.63
0.57
1.106
Page 107 of 290
Ratio 1.254
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.3-8 (8) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (8) Min
Y
0.803
0.742
1.083
Story2
B.2.3-9
Y
0.036
0.035
1.019
Story2
B.2.3-10 (1) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (1) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (1) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (1) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (2) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (2) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (2) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (2) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (3) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (3) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (3) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (3) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (4) Max
X
1.349
1.042
1.294
Story2
B.2.3-10 (4) Max
Y
0.558
0.433
1.29
Story2
B.2.3-10 (4) Min
X
1.346
1.037
1.298
Story2
B.2.3-10 (4) Min
Y
0.631
0.504
1.25
Story2
B.2.3-10 (5) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (5) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (5) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (5) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (6) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (6) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (6) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (6) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (7) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (7) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (7) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (7) Min
Y
0.992
0.911
1.089
Story2
B.2.3-10 (8) Max
X
0.609
0.488
1.247
Story2
B.2.3-10 (8) Max
Y
0.92
0.839
1.096
Story2
B.2.3-10 (8) Min
X
0.606
0.484
1.252
Story2
B.2.3-10 (8) Min
Y
0.992
0.911
1.089
Story2
ENVOLVENTE DE SERVICIO Max
X
1.35
1.044
1.293
Story2
ENVOLVENTE DE SERVICIO Max
Y
0.92
0.839
1.096
Story2
ENVOLVENTE DE SERVICIO Min
X
1.346
1.037
1.298
Story2
ENVOLVENTE DE SERVICIO Min
Y
1.016
0.935
1.087
Story2
ENVOLVENTE MAYORADA Max
X
1.927
1.489
1.294
Story2
ENVOLVENTE MAYORADA Max
Y
1.311
1.196
1.096
Story2
ENVOLVENTE MAYORADA Min
X
1.923
1.481
1.298
Story2
ENVOLVENTE MAYORADA Min
Y
1.473
1.357
1.086
Story2
B.2.3-3 (2)
Y
0.06
0.059
1.02
Story2
B.2.3-4 (2)
Y
0.087
0.086
1.011
Page 108 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Story
Load Case/Combo
Direction
Max Drift Avg Drift mm mm
Ratio
Story2
B.2.3-7 (2)
Y
0.087
0.086
1.011
Story2
B.2.3-8 (9) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (9) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (9) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (9) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (10) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (10) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (10) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (10) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (11) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (11) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (11) Min
X
1.009
0.776
1.3
Story2
B.2.3-8 (11) Min
Y
0.532
0.438
1.217
Story2
B.2.3-8 (12) Max
X
1.013
0.783
1.293
Story2
B.2.3-8 (12) Max
Y
0.359
0.265
1.353
Story2
B.2.3-8 (12) Min
X
1.009
0.776
1.3 1.217
Story2
B.2.3-8 (12) Min
Y
0.532
0.438
Story2
B.2.3-8 (13) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (13) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (13) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (13) Min
Y
0.804
0.742
Story2
B.2.3-8 (14) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (14) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (14) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (14) Min
Y
0.804
0.742
Story2
B.2.3-8 (15) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (15) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (15) Min
X
0.454
0.362
1.255 1.083
Story2
B.2.3-8 (15) Min
Y
0.804
0.742
Story2
B.2.3-8 (16) Max
X
0.458
0.368
1.244
Story2
B.2.3-8 (16) Max
Y
0.63
0.57
1.106
Story2
B.2.3-8 (16) Min
X
0.454
0.362
1.255
Story2
B.2.3-8 (16) Min
Y
0.804
0.742
1.083
Story2
B.2.4-2 (2)
Y
0.128
0.127
1.007
Story2
B.2.4-3 (2)
Y
0.108
0.106
1.011
Story2
B.2.4-4 (2)
Y
0.107
0.106
1.01
Story2
B.2.4-5 (1) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (1) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (1) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (1) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (2) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (2) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (2) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (2) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (3) DER Max
X
10.782
8.32
1.296
Page 109 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story2
B.2.4-5 (3) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (3) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (3) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (4) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-5 (4) DER Max
Y
4.648
3.642
1.276
Story2
B.2.4-5 (4) DER Min
X
10.778
8.312
1.297
Story2
B.2.4-5 (4) DER Min
Y
4.862
3.856
1.261
Story2
B.2.4-5 (5) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (5) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (5) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (5) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (6) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (6) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (6) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (6) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (7) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (7) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (7) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (7) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-5 (8) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-5 (8) DER Max
Y
7.539
6.892
1.094
Story2
B.2.4-5 (8) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-5 (8) DER Min
Y
7.754
7.105
1.091
Story2
B.2.4-7 (1) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (1) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (1) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (1) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (2) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (2) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (2) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (2) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (3) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (3) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (3) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (3) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (4) DER Max
X
10.782
8.32
1.296
Story2
B.2.4-7 (4) DER Max
Y
4.701
3.696
1.272
Story2
B.2.4-7 (4) DER Min
X
10.777
8.312
1.297
Story2
B.2.4-7 (4) DER Min
Y
4.809
3.803
1.265
Story2
B.2.4-7 (5) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (5) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (5) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (5) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (6) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (6) DER Max
Y
7.592
6.945
1.093
Page 110 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story2
B.2.4-7 (6) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (6) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (7) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (7) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (7) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (7) DER Min
Y
7.701
7.052
1.092
Story2
B.2.4-7 (8) DER Max
X
4.862
3.893
1.249
Story2
B.2.4-7 (8) DER Max
Y
7.592
6.945
1.093
Story2
B.2.4-7 (8) DER Min
X
4.858
3.886
1.25
Story2
B.2.4-7 (8) DER Min
Y
7.701
7.052
1.092
Story1
DEAD
X
0.008
0.005
1.596
Story1
DEAD
Y
0.018
0.016
1.12
Story1
LIVE
X
0.004
0.003
1.449
Story1
LIVE
Y
0.012
0.012
1.072
Story1
SX Max
X
10.129
7.694
1.316
Story1
SX Max
Y
2.941
1.953
1.506
Story1
SY Max
X
1.881
1.407
1.337
Story1
SY Max
Y
7.041
6.624
1.063
Story1
GRANIZO
X
0.0001072
8.79E-05
1.22
Story1
GRANIZO
Y
4.209E-05
2.949E-05
1.427
Story1
Sx Estatico
X
7.176
6.23
1.152
Story1
Sy Estatico
Y
6.251
6.048
1.034
Story1
B.2.4-1
X
0.011
0.007
1.596
Story1
B.2.4-1
Y
0.025
0.022
1.12
Story1
B.2.4-2 (1)
X
0.016
0.01
1.531
Story1
B.2.4-2 (1)
Y
0.041
0.038
1.096
Story1
B.2.4-3 (1)
X
0.014
0.009
1.548
Story1
B.2.4-3 (1)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (1) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (1) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (1) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (1) Min
Y
0.936
0.738
1.269
Story1
B.2.4-6
X
0.007
0.004
1.596 1.12
Story1
B.2.4-6
Y
0.016
0.014
Story1
B.2.4-7 (1) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (1) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (1) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (1) Min
Y
0.919
0.721
1.274
Story1
B.2.3-1
X
0.008
0.005
1.596
Story1
B.2.3-1
Y
0.018
0.016
1.12
Story1
B.2.3-2
X
0.012
0.008
1.542
Story1
B.2.3-2
Y
0.03
0.028
1.1
Story1
B.2.3-3 (1)
X
0.008
0.005
1.596
Story1
B.2.3-3 (1)
Y
0.018
0.016
1.12
Story1
ExDIS Max
X
1.809
1.374
1.316
Page 111 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
ExDIS Max
Y
0.525
0.349
1.506
Story1
ExDIS Min
X
1.809
1.374
1.316
Story1
ExDIS Min
Y
0.525
0.349
1.506
Story1
EyDIS Max
X
0.336
0.251
1.337
Story1
EyDIS Max
Y
1.257
1.183
1.063
Story1
EyDIS Min
X
0.336
0.251
1.337
Story1
EyDIS Min
Y
1.257
1.183
1.063
Story1
B.2.4-4 (1)
X
0.014
0.009
1.548
Story1
B.2.4-4 (1)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (2) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (2) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (2) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (2) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (3) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (3) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (3) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (3) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (4) Max
X
1.903
1.478
1.287
Story1
B.2.4-5 (4) Max
Y
0.869
0.674
1.289
Story1
B.2.4-5 (4) Min
X
1.895
1.461
1.297
Story1
B.2.4-5 (4) Min
Y
0.936
0.738
1.269
Story1
B.2.4-5 (5) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (5) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (5) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (5) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (6) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (6) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (6) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (6) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (7) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (7) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (7) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (7) Min
Y
1.449
1.327
1.092
Story1
B.2.4-5 (8) Max
X
0.846
0.689
1.227
Story1
B.2.4-5 (8) Max
Y
1.381
1.263
1.094
Story1
B.2.4-5 (8) Min
X
0.838
0.675
1.241
Story1
B.2.4-5 (8) Min
Y
1.449
1.327
1.092
Story1
B.2.4-7 (2) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (2) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (2) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (2) Min
Y
0.919
0.721
1.274
Story1
B.2.4-7 (3) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (3) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (3) Min
X
1.897
1.465
1.295
Story1
B.2.4-7 (3) Min
Y
0.919
0.721
1.274
Page 112 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.4-7 (4) Max
X
1.9
1.474
1.29
Story1
B.2.4-7 (4) Max
Y
0.886
0.691
1.283
Story1
B.2.4-7 (4) Min
X
1.897
1.465
1.295 1.274
Story1
B.2.4-7 (4) Min
Y
0.919
0.721
Story1
B.2.4-7 (5) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (5) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (5) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (5) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (6) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (6) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (6) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (6) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (7) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (7) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (7) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (7) Min
Y
1.431
1.31
1.093
Story1
B.2.4-7 (8) Max
X
0.844
0.686
1.23
Story1
B.2.4-7 (8) Max
Y
1.399
1.28
1.093
Story1
B.2.4-7 (8) Min
X
0.84
0.679
1.238
Story1
B.2.4-7 (8) Min
Y
1.431
1.31
1.093
Story1
B.2.3-4 (1)
X
0.011
0.007
1.551
Story1
B.2.3-4 (1)
Y
0.027
0.025
1.103
Story1
B.2.3-5
X
0.008
0.005
1.596
Story1
B.2.3-5
Y
0.018
0.016
1.12
Story1
B.2.3-6 (1) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (1) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (1) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (1) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (2) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (2) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (2) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (2) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (3) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (3) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (3) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (3) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (4) Max
X
1.331
1.033
1.288
Story1
B.2.3-6 (4) Max
Y
0.614
0.477
1.286
Story1
B.2.3-6 (4) Min
X
1.327
1.024
1.296
Story1
B.2.3-6 (4) Min
Y
0.65
0.511
1.272
Story1
B.2.3-6 (5) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (5) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (5) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (5) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (6) Max
X
0.591
0.482
1.228
Page 113 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
B.2.3-6 (6) Max
Y
0.973
0.89
Story1
B.2.3-6 (6) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (6) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (7) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (7) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (7) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (7) Min
Y
1.008
0.923
1.092
Story1
B.2.3-6 (8) Max
X
0.591
0.482
1.228
Story1
B.2.3-6 (8) Max
Y
0.973
0.89
1.093
Story1
B.2.3-6 (8) Min
X
0.587
0.474
1.24
Story1
B.2.3-6 (8) Min
Y
1.008
0.923
1.092
Story1
B.2.3-7 (1)
X
0.011
0.007
1.551
1.093
Story1
B.2.3-7 (1)
Y
0.027
0.025
1.103
Story1
B.2.3-8 (1) Max
X
1
0.778
1.285
Story1
B.2.3-8 (1) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (1) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (1) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (2) Max
X
1
0.778
1.285
Story1
B.2.3-8 (2) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (2) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (2) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (3) Max
X
1
0.778
1.285
Story1
B.2.3-8 (3) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (3) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (3) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (4) Max
X
1
0.778
1.285
Story1
B.2.3-8 (4) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (4) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (4) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (5) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (5) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (5) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (5) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (6) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (6) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (6) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (6) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (7) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (7) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (7) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (7) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (8) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (8) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (8) Min
X
0.439
0.352
1.245
Story1
B.2.3-8 (8) Min
Y
0.77
0.705
1.092
Page 114 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.3-9
X
0.005
0.003
Story1
B.2.3-9
Y
0.011
0.01
1.12
Story1
B.2.3-10 (1) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (1) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (1) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (1) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (2) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (2) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (2) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (2) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (3) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (3) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (3) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (3) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (4) Max
X
1.33
1.031
1.29
Story1
B.2.3-10 (4) Max
Y
0.621
0.484
1.283
Story1
B.2.3-10 (4) Min
X
1.328
1.026
1.295
Story1
B.2.3-10 (4) Min
Y
0.642
0.504
1.274
Story1
B.2.3-10 (5) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (5) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (5) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (5) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (6) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (6) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (6) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (6) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (7) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (7) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (7) Min
X
0.588
0.475
1.238
Story1
B.2.3-10 (7) Min
Y
1.001
0.916
1.093
Story1
B.2.3-10 (8) Max
X
0.59
0.48
1.23
Story1
B.2.3-10 (8) Max
Y
0.98
0.896
1.093
Story1
B.2.3-10 (8) Min
X
0.588
0.475
1.238
1.596
Story1
B.2.3-10 (8) Min
Y
1.001
0.916
1.093
Story1
ENVOLVENTE DE SERVICIO Max
X
1.331
1.033
1.288
Story1
ENVOLVENTE DE SERVICIO Max
Y
0.98
0.896
1.093
Story1
ENVOLVENTE DE SERVICIO Min
X
1.328
1.026
1.295
Story1
ENVOLVENTE DE SERVICIO Min
Y
1.008
0.923
1.092
Story1
ENVOLVENTE MAYORADA Max
X
1.903
1.478
1.287
Story1
ENVOLVENTE MAYORADA Max
Y
1.399
1.28
1.093
Story1
ENVOLVENTE MAYORADA Min
X
1.897
1.465
1.295
Story1
ENVOLVENTE MAYORADA Min
Y
1.449
1.327
1.092
Story1
B.2.3-3 (2)
X
0.008
0.005
1.589
Story1
B.2.3-3 (2)
Y
0.018
0.016
1.12
Story1
B.2.3-4 (2)
X
0.011
0.007
1.548
Page 115 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Story1
B.2.3-4 (2)
Y
0.027
0.025
1.103
Story1
B.2.3-7 (2)
X
0.011
0.007
1.548
Story1
B.2.3-7 (2)
Y
0.027
0.025
1.103
Story1
B.2.3-8 (9) Max
X
1
0.779
1.285
Story1
B.2.3-8 (9) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (9) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (9) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (10) Max
X
1
0.779
1.285
Story1
B.2.3-8 (10) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (10) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (10) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (11) Max
X
1
0.779
1.285
Story1
B.2.3-8 (11) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (11) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (11) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (12) Max
X
1
0.779
1.285
Story1
B.2.3-8 (12) Max
Y
0.447
0.345
1.295
Story1
B.2.3-8 (12) Min
X
0.994
0.764
1.3
Story1
B.2.3-8 (12) Min
Y
0.501
0.396
1.264
Story1
B.2.3-8 (13) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (13) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (13) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (13) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (14) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (14) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (14) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (14) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (15) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (15) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (15) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (15) Min
Y
0.77
0.705
1.092
Story1
B.2.3-8 (16) Max
X
0.445
0.364
1.223
Story1
B.2.3-8 (16) Max
Y
0.716
0.654
1.094
Story1
B.2.3-8 (16) Min
X
0.439
0.352
1.246
Story1
B.2.3-8 (16) Min
Y
0.77
0.705
1.092
Story1
B.2.4-2 (2)
X
0.016
0.011
1.53
Story1
B.2.4-2 (2)
Y
0.041
0.038
1.097
Story1
B.2.4-3 (2)
X
0.014
0.009
1.543
Story1
B.2.4-3 (2)
Y
0.034
0.031
1.102
Story1
B.2.4-4 (2)
X
0.014
0.009
1.546
Story1
B.2.4-4 (2)
Y
0.034
0.031
1.102
Story1
B.2.4-5 (1) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (1) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (1) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (1) DER Min
Y
5.087
3.984
1.277
Page 116 of 290
Ratio
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Max Drift Avg Drift mm mm
Story
Load Case/Combo
Direction
Ratio
Story1
B.2.4-5 (2) DER Max
X
10.635
8.236
Story1
B.2.4-5 (2) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (2) DER Min
X
10.627
8.218
1.293
1.291
Story1
B.2.4-5 (2) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (3) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (3) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (3) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (3) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (4) DER Max
X
10.635
8.236
1.291
Story1
B.2.4-5 (4) DER Max
Y
5.019
3.92
1.28
Story1
B.2.4-5 (4) DER Min
X
10.627
8.218
1.293
Story1
B.2.4-5 (4) DER Min
Y
5.087
3.984
1.277
Story1
B.2.4-5 (5) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (5) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (5) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (5) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (6) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (6) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (6) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (6) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (7) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (7) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (7) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (7) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-5 (8) DER Max
X
4.717
3.827
1.233
Story1
B.2.4-5 (8) DER Max
Y
7.889
7.217
1.093
Story1
B.2.4-5 (8) DER Min
X
4.709
3.812
1.235
Story1
B.2.4-5 (8) DER Min
Y
7.957
7.281
1.093
Story1
B.2.4-7 (1) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (1) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (1) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (1) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (2) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (2) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (2) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (2) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (3) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (3) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (3) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (3) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (4) DER Max
X
10.633
8.231
1.292
Story1
B.2.4-7 (4) DER Max
Y
5.037
3.937
1.279
Story1
B.2.4-7 (4) DER Min
X
10.629
8.223
1.293
Story1
B.2.4-7 (4) DER Min
Y
5.069
3.967
1.278
Story1
B.2.4-7 (5) DER Max
X
4.715
3.823
1.233
Page 117 of 290
Analysis Results
4/02/2019
Table 5.6 - Story Max/Avg Drifts (continued) Direction
Max Drift Avg Drift mm mm
Story
Load Case/Combo
Ratio
Story1
B.2.4-7 (5) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (5) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (5) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (6) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (6) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (6) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (6) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (7) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (7) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (7) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (7) DER Min
Y
7.939
7.264
1.093
Story1
B.2.4-7 (8) DER Max
X
4.715
3.823
1.233
Story1
B.2.4-7 (8) DER Max
Y
7.907
7.234
1.093
Story1
B.2.4-7 (8) DER Min
X
4.711
3.816
1.235
Story1
B.2.4-7 (8) DER Min
Y
7.939
7.264
1.093
Table 5.7 - Story Forces (Part 1 of 2) Story
Load Case/Combo
Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story3
DEAD
Top
2117.2
0
0
0
846880
Story3
DEAD
Bottom
4277.2
0
0
0
1710880
Story3
LIVE
Top
130.9
0
0
0
52360
Story3
LIVE
Bottom
130.9
0
0
0
52360
Story3
SX Max
Top
0
5497.6103
1084.6307
2071041.9403
0
Story3
SX Max
Bottom
0
5497.6103
1084.6307
2071041.9403
271157.6639
Story3
SY Max
Top
0
863.8848
5614.0162
2177506.3279
0
Story3
SY Max
Bottom
0
863.8848
5614.0162
2177506.3279
1403504.0486
Story3
Lr
Top
0
0
0
0
0
Story3
Lr
Bottom
0
0
0
0
0
Story3
EMPUJE
Top
0
0
0
0
0
Story3
EMPUJE
Bottom
0
0
0
0
0
Story3
GRANIZO
Top
187
0
0
0
74800
Story3
GRANIZO
Bottom
187
0
0
0
74800
Story3
Sx Estatico
Top
0
-5590.5023
0
2236200.9289
0
Story3
Sx Estatico
Bottom
0
-5590.5023
0
2236200.9289
0
Story3
Sy Estatico
Top
0
0
-5590.5023
-1884820
0
Story3
Sy Estatico
Bottom
0
0
-5590.5023
-1884820
1397625.5806
Story3
B.2.4-1
Top
2964.08
0
0
0
1185632
Story3
B.2.4-1
Bottom
5988.08
0
0
0
2395232
Story3
B.2.4-2 (1)
Top
2750.08
0
0
0
1100032
Story3
B.2.4-2 (1)
Bottom
5342.08
0
0
0
2136832
Story3
B.2.4-3 (1)
Top
2671.54
0
0
0
1068616
Story3
B.2.4-3 (1)
Bottom
5263.54
0
0
0
2105416
Story3
B.2.4-5 (1) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Story3
B.2.4-5 (1) Max
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Page 118 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.4-5 (1) Min
Top
B.2.4-5 (1) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
B.2.4-6
Top
1905.48
0
0
0
762192
Story3
B.2.4-6
Bottom
3849.48
0
Story3
B.2.4-7 (1) Max
Top
1905.48
1028.1601
0
0
1539792
494.514
486558.8796
Story3
B.2.4-7 (1) Max
Bottom
3849.48
1028.1601
762192
494.514
486558.8796
1663420.5057
Story3
B.2.4-7 (1) Min
Top
1905.48
Story3
B.2.4-7 (1) Min
Bottom
3849.48
-1028.1601
-494.514
-486558.8796
762192
-1028.1601
-494.514
-486558.8796
1416163.4943
Story3
B.2.3-1
Top
2117.2
Story3
B.2.3-1
Bottom
4277.2
0
0
0
846880
0
0
0
1710880
Story3
B.2.3-2
Top
Story3
B.2.3-2
Bottom
2248.1
0
0
0
899240
4408.1
0
0
0
1763240
Story3
B.2.3-3 (1)
Story3
B.2.3-3 (1)
Top
2117.2
0
0
0
846880
Bottom
4277.2
0
0
0
1710880
Story3
ExDIS Max
Story3
ExDIS Max
Top
0
981.8732
193.715
369888.0905
0
Bottom
0
981.8732
193.715
369888.0905
48428.7588
Story3
ExDIS Min
Story3
ExDIS Min
Top
0
-981.8732
-193.715
-369888.0905
0
Bottom
0
-981.8732
-193.715
-369888.0905
-48428.7588
Story3
EyDIS Max
Story3
EyDIS Max
Top
0
154.2898
1002.6633
388902.6302
0
Bottom
0
154.2898
1002.6633
388902.6302
250665.8231
Story3
EyDIS Min
Story3
EyDIS Min
Top
0
-154.2898
-1002.6633
-388902.6302
0
Bottom
0
-154.2898
-1002.6633
-388902.6302
-250665.8231
Story3
B.2.4-4 (1)
Story3
B.2.4-4 (1)
Top
2671.54
0
0
0
1068616
Bottom
5263.54
0
0
0
2105416
Story3
B.2.4-5 (2) Max
Story3
B.2.4-5 (2) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Story3
B.2.4-5 (2) Min
Top
Story3
B.2.4-5 (2) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (3) Max
Story3
B.2.4-5 (3) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
Story3
B.2.4-5 (3) Min
Top
Story3
B.2.4-5 (3) Min
Bottom
2671.54
-1028.1601
-494.514
-486558.8796
1068616
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (4) Max
Top
2671.54
1028.1601
494.514
486558.8796
1068616
Story3 Story3
B.2.4-5 (4) Max
Bottom
5263.54
1028.1601
494.514
486558.8796
2229044.5057
B.2.4-5 (4) Min
Top
2671.54
-1028.1601
-494.514
-486558.8796
1068616
Story3
B.2.4-5 (4) Min
Bottom
5263.54
-1028.1601
-494.514
-486558.8796
1981787.4943
Story3
B.2.4-5 (5) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story3
B.2.4-5 (5) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (5) Min
Top
2671.54
-448.8518
-1060.7778
-499869.0573
1068616
Story3
B.2.4-5 (5) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (6) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story3
B.2.4-5 (6) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (6) Min
Top
2671.54
-448.8518
-1060.7778
-499869.0573
1068616
Story3
B.2.4-5 (6) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (7) Max
Top
2671.54
448.8518
1060.7778
499869.0573
1068616
Story
Load Case/Combo
Story3 Story3 Story3
Page 119 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
T kgf-cm
MX kgf-cm
Story3
B.2.4-5 (7) Max
Bottom
5263.54
448.8518
Story3
B.2.4-5 (7) Min
Top
2671.54
-448.8518
1060.7778
499869.0573
2370610.4507
-1060.7778
-499869.0573
Story3
B.2.4-5 (7) Min
Bottom
5263.54
-448.8518
1068616
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-5 (8) Max
Top
2671.54
Story3
B.2.4-5 (8) Max
Bottom
5263.54
448.8518
1060.7778
499869.0573
1068616
448.8518
1060.7778
499869.0573
2370610.4507
Story3
B.2.4-5 (8) Min
Top
2671.54
Story3
B.2.4-5 (8) Min
Bottom
5263.54
-448.8518
-1060.7778
-499869.0573
1068616
-448.8518
-1060.7778
-499869.0573
1840221.5493
Story3
B.2.4-7 (2) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (2) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (2) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (2) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (3) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (3) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (3) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (3) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (4) Max
Top
1905.48
1028.1601
494.514
486558.8796
762192
Story3
B.2.4-7 (4) Max
Bottom
3849.48
1028.1601
Story3
B.2.4-7 (4) Min
Top
1905.48
-1028.1601
494.514
486558.8796
1663420.5057
-494.514
-486558.8796
Story3
B.2.4-7 (4) Min
Bottom
3849.48
-1028.1601
762192
-494.514
-486558.8796
1416163.4943
Story3
B.2.4-7 (5) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (5) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (5) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (5) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (6) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (6) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (6) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (6) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (7) Max
Top
1905.48
448.8518
1060.7778
499869.0573
762192
Story3
B.2.4-7 (7) Max
Bottom
3849.48
448.8518
Story3
B.2.4-7 (7) Min
Top
1905.48
-448.8518
1060.7778
499869.0573
1804986.4507
-1060.7778
-499869.0573
Story3
B.2.4-7 (7) Min
Bottom
3849.48
-448.8518
762192
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.4-7 (8) Max
Top
1905.48
Story3
B.2.4-7 (8) Max
Bottom
3849.48
448.8518
1060.7778
499869.0573
762192
448.8518
1060.7778
499869.0573
1804986.4507
Story3
B.2.4-7 (8) Min
Top
1905.48
Story3
B.2.4-7 (8) Min
Bottom
3849.48
-448.8518
-1060.7778
-499869.0573
762192
-448.8518
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.3-4 (1)
Top
2215.375
Story3
B.2.3-4 (1)
Bottom
4375.375
0
0
0
886150
0
0
0
1750150
Story3
B.2.3-5
Top
Story3
B.2.3-5
Bottom
2117.2
0
0
0
846880
4277.2
0
0
0
1710880
Story3
B.2.3-6 (1) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (1) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Story3
B.2.3-6 (1) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (1) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (2) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (2) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Page 120 of 290
VY kgf
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.3-6 (2) Min
Top
B.2.3-6 (2) Min
Bottom
2117.2
-719.7121
-346.1598
-340591.2157
846880
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (3) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3 Story3
B.2.3-6 (3) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
B.2.3-6 (3) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (3) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (4) Max
Top
2117.2
719.7121
346.1598
340591.2157
846880
Story3
B.2.3-6 (4) Max
Bottom
4277.2
719.7121
346.1598
340591.2157
1797419.954
Story3
B.2.3-6 (4) Min
Top
2117.2
-719.7121
-346.1598
-340591.2157
846880
Story3
B.2.3-6 (4) Min
Bottom
4277.2
-719.7121
-346.1598
-340591.2157
1624340.046
Story3
B.2.3-6 (5) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (5) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (5) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (5) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (6) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (6) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (6) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (6) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (7) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (7) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (7) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (7) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-6 (8) Max
Top
2117.2
314.1962
742.5445
349908.3401
846880
Story3
B.2.3-6 (8) Max
Bottom
4277.2
314.1962
742.5445
349908.3401
1896516.1155
Story3
B.2.3-6 (8) Min
Top
2117.2
-314.1962
-742.5445
-349908.3401
846880
Story3
B.2.3-6 (8) Min
Bottom
4277.2
-314.1962
-742.5445
-349908.3401
1525243.8845
Story3
B.2.3-7 (1)
Top
2215.375
0
0
0
886150
Story3
B.2.3-7 (1)
Bottom
4375.375
0
0
0
1750150
Story3
B.2.3-8 (1) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (1) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (1) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (1) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (2) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (2) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (2) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (2) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (3) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (3) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (3) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (3) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (4) Max
Top
2215.375
539.7841
259.6199
255443.4118
886150
Story3
B.2.3-8 (4) Max
Bottom
4375.375
539.7841
259.6199
255443.4118
1815054.9655
Story3
B.2.3-8 (4) Min
Top
2215.375
-539.7841
-259.6199
-255443.4118
886150
Story3
B.2.3-8 (4) Min
Bottom
4375.375
-539.7841
-259.6199
-255443.4118
1685245.0345
Story3
B.2.3-8 (5) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story
Load Case/Combo
Story3 Story3
Page 121 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
Story3
B.2.3-8 (5) Max
Bottom
4375.375
235.6472
Story3
B.2.3-8 (5) Min
Top
2215.375
-235.6472
Story3
B.2.3-8 (5) Min
Bottom
4375.375
-235.6472
-556.9083
Story3
B.2.3-8 (6) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (6) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (6) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (6) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-8 (7) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (7) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (7) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (7) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-8 (8) Max
Top
2215.375
235.6472
556.9083
262431.2551
886150
Story3
B.2.3-8 (8) Max
Bottom
4375.375
235.6472
556.9083
262431.2551
1889377.0866
Story3
B.2.3-8 (8) Min
Top
2215.375
-235.6472
-556.9083
-262431.2551
886150
Story3
B.2.3-8 (8) Min
Bottom
4375.375
-235.6472
-556.9083
-262431.2551
1610922.9134
Story3
B.2.3-9
Top
1270.32
0
0
0
508128
Story3
B.2.3-9
Bottom
2566.32
0
0
0
1026528
Story3
B.2.3-10 (1) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (1) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (1) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (1) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (2) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (2) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (2) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (2) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (3) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (3) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (3) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (3) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (4) Max
Top
1270.32
719.7121
346.1598
340591.2157
508128
Story3
B.2.3-10 (4) Max
Bottom
2566.32
719.7121
346.1598
340591.2157
1113067.954
Story3
B.2.3-10 (4) Min
Top
1270.32
-719.7121
-346.1598
-340591.2157
508128
Story3
B.2.3-10 (4) Min
Bottom
2566.32
-719.7121
-346.1598
-340591.2157
939988.046
Story3
B.2.3-10 (5) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (5) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (5) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (5) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
B.2.3-10 (6) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (6) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (6) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (6) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
B.2.3-10 (7) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (7) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (7) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (7) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Page 122 of 290
VY kgf
T kgf-cm
MX kgf-cm
556.9083
262431.2551
1889377.0866
-556.9083
-262431.2551
886150
-262431.2551
1610922.9134
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story3
B.2.3-10 (8) Max
Top
1270.32
314.1962
742.5445
349908.3401
508128
Story3
B.2.3-10 (8) Max
Bottom
2566.32
314.1962
742.5445
349908.3401
1212164.1155
Story3
B.2.3-10 (8) Min
Top
1270.32
-314.1962
-742.5445
-349908.3401
508128
Story3
B.2.3-10 (8) Min
Bottom
2566.32
-314.1962
-742.5445
-349908.3401
840891.8845
Story3
ENVOLVENTE DE SERVICIO Max
Top
2248.1
719.7121
742.5445
349908.3401
899240
Story3
ENVOLVENTE DE SERVICIO Max
Bottom
4408.1
719.7121
742.5445
349908.3401
1896516.1155
Story3
ENVOLVENTE DE SERVICIO Min
Top
1270.32
-719.7121
-742.5445
-349908.3401
508128
Story3
ENVOLVENTE DE SERVICIO Min
Bottom
2566.32
-719.7121
-742.5445
-349908.3401
840891.8845
Story3
ENVOLVENTE MAYORADA Max
Top
2964.08
1028.1601
1060.7778
499869.0573
1185632
Story3
ENVOLVENTE MAYORADA Max
Bottom
5988.08
1028.1601
1060.7778
499869.0573
2395232
Story3
ENVOLVENTE MAYORADA Min
Top
1905.48
-1028.1601
-1060.7778
-499869.0573
762192
Story3
ENVOLVENTE MAYORADA Min
Bottom
3849.48
-1028.1601
-1060.7778
-499869.0573
1274597.5493
Story3
B.2.3-3 (2)
Top
2304.2
0
0
0
921680
Story3
B.2.3-3 (2)
Bottom
4464.2
0
0
0
1785680
Story3
B.2.3-4 (2)
Top
2355.625
0
0
0
942250
Story3
B.2.3-4 (2)
Bottom
4515.625
0
0
0
1806250
Story3
B.2.3-7 (2)
Top
2355.625
0
0
0
942250
Story3
B.2.3-7 (2)
Bottom
4515.625
0
0
0
1806250
Story3
B.2.3-8 (9) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (9) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (9) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (9) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (10) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (10) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (10) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (10) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (11) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (11) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (11) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (11) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (12) Max
Top
2355.625
539.7841
259.6199
255443.4118
942250
Story3
B.2.3-8 (12) Max
Bottom
4515.625
539.7841
259.6199
255443.4118
1871154.9655
Story3
B.2.3-8 (12) Min
Top
2355.625
-539.7841
-259.6199
-255443.4118
942250
Story3
B.2.3-8 (12) Min
Bottom
4515.625
-539.7841
-259.6199
-255443.4118
1741345.0345
Story3
B.2.3-8 (13) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (13) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (13) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Story3
B.2.3-8 (13) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Story3
B.2.3-8 (14) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (14) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (14) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Story3
B.2.3-8 (14) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Story3
B.2.3-8 (15) Max
Top
2355.625
235.6472
556.9083
262431.2551
942250
Story3
B.2.3-8 (15) Max
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
Story3
B.2.3-8 (15) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
Page 123 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Top
2355.625
235.6472
556.9083
262431.2551
942250
Bottom
4515.625
235.6472
556.9083
262431.2551
1945477.0866
B.2.3-8 (16) Min
Top
2355.625
-235.6472
-556.9083
-262431.2551
942250
B.2.3-8 (16) Min
Bottom
4515.625
-235.6472
-556.9083
-262431.2551
1667022.9134
Top
2843.58
0
0
0
1137432
Bottom
5435.58
0
0
0
2174232
Top
2970.74
0
0
0
1188296
B.2.4-3 (2)
Bottom
5562.74
0
0
0
2225096
B.2.4-4 (2)
Top
2765.04
0
0
0
1106016
Story3
B.2.4-4 (2)
Bottom
5357.04
0
0
0
2142816
Story3
B.2.4-5 (1) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (1) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (1) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (1) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (2) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (2) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (2) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (2) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (3) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (3) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (3) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (3) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (4) DER Max
Top
2671.54
5756.7757
2768.8355
2724293.8387
1068616
Story3
B.2.4-5 (4) DER Max
Bottom
5263.54
5756.7757
2768.8355
2724293.8387
2797624.8785
Story3
B.2.4-5 (4) DER Min
Top
2671.54
-5756.7757
-2768.8355
-2724294
1068616
Story3
B.2.4-5 (4) DER Min
Bottom
5263.54
-5756.7757
-2768.8355
-2724294
1413207.1215
Story3
B.2.4-5 (5) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (5) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (5) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (5) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (6) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (6) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (6) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (6) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (7) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (7) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (7) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (7) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-5 (8) DER Max
Top
2671.54
2513.1679
5939.4054
2798818.91
1068616
Story3
B.2.4-5 (8) DER Max
Bottom
5263.54
2513.1679
5939.4054
2798818.91
3590267.3478
Story3
B.2.4-5 (8) DER Min
Top
2671.54
-2513.1679
-5939.4054
-2798819
1068616
Story3
B.2.4-5 (8) DER Min
Bottom
5263.54
-2513.1679
-5939.4054
-2798819
620564.6522
Story3
B.2.4-7 (1) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (1) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story
Load Case/Combo
Location
Story3
B.2.3-8 (15) Min
Story3
B.2.3-8 (16) Max
Story3
B.2.3-8 (16) Max
Story3 Story3 Story3
B.2.4-2 (2)
Story3
B.2.4-2 (2)
Story3
B.2.4-3 (2)
Story3 Story3
Page 124 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
B.2.4-7 (1) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
B.2.4-7 (1) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (2) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (2) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (2) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (2) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (3) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (3) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (3) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (3) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (4) DER Max
Top
1905.48
5756.7757
2768.8355
2724293.8387
762192
Story3
B.2.4-7 (4) DER Max
Bottom
3849.48
5756.7757
2768.8355
2724293.8387
2232000.8785
Story3
B.2.4-7 (4) DER Min
Top
1905.48
-5756.7757
-2768.8355
-2724294
762192
Story3
B.2.4-7 (4) DER Min
Bottom
3849.48
-5756.7757
-2768.8355
-2724294
847583.1215
Story3
B.2.4-7 (5) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (5) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (5) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (5) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (6) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (6) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (6) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (6) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (7) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (7) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (7) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (7) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story3
B.2.4-7 (8) DER Max
Top
1905.48
2513.1679
5939.4054
2798818.91
762192
Story3
B.2.4-7 (8) DER Max
Bottom
3849.48
2513.1679
5939.4054
2798818.91
3024643.3478
Story3
B.2.4-7 (8) DER Min
Top
1905.48
-2513.1679
-5939.4054
-2798819
762192
Story3
B.2.4-7 (8) DER Min
Bottom
3849.48
-2513.1679
-5939.4054
-2798819
54940.6522
Story2
DEAD
Top
31098.6405
0
0
0
9923198.0189
Story2
DEAD
Bottom
37578.6405
0
0
0
12385598
Story2
LIVE
Top
15521.9
0
0
0
4503425
Story2
LIVE
Bottom
15521.9
0
0
0
4503425
Story2
SX Max
Top
0
43375.07
6284.5472
13528629
271157.6639
Story2
SX Max
Bottom
0
43375.07
6284.5472
13528629
1759034.5111
Story2
SY Max
Top
0
5841.0157
43395.202
13637757
1403504.0486
Story2
SY Max
Bottom
0
5841.0157
43395.202
13637757
12111798
Story2
Lr
Top
0
0
0
0
0
Story2
Lr
Bottom
0
0
0
0
0
Story2
EMPUJE
Top
0
0
0
0
0
Story2
EMPUJE
Bottom
0
0
0
0
0
Story2
GRANIZO
Top
187
0
0
0
74800
Story2
GRANIZO
Bottom
187
0
0
0
74800
Story2
Sx Estatico
Top
0
-41892.3279
0
13751287
0
Story
Load Case/Combo
Story3 Story3
Page 125 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
Story2
Sx Estatico
Bottom
0
-41892.3279
0
13751287
0
Story2
Sy Estatico
Top
0
0
-41892.3279
-10345952
1397625.5806
Story2
Sy Estatico
Bottom
0
0
-41892.3279
-10345952
11870708
Story2
B.2.4-1
Top
43538.0966
0
0
0
13892477
Story2
B.2.4-1
Bottom
52610.0966
0
0
0
17339837
Story2
B.2.4-2 (1)
Top
62153.4086
0
0
0
19113318
Story2
B.2.4-2 (1)
Bottom
69929.4086
0
0
0
22068198
Story2
B.2.4-3 (1)
Top
52840.2686
0
0
0
16411263
Story2
B.2.4-3 (1)
Bottom
60616.2686
0
0
0
19366143
Story2
B.2.4-5 (1) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (1) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (1) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (1) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-6
Top
27988.7764
0
0
0
8930878.217
Story2
B.2.4-6
Bottom
33820.7764
0
0
0
11147038
Story2
B.2.4-7 (1) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (1) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (1) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (1) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.3-1
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-1
Bottom
37578.6405
0
0
0
12385598
Story2
B.2.3-2
Top
46620.5405
0
0
0
14426623
Story2
B.2.3-2
Bottom
53100.5405
0
0
0
16889023
Story2
B.2.3-3 (1)
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-3 (1)
Bottom
37578.6405
0
0
0
12385598
Story2
ExDIS Max
Top
0
7746.7875
1122.4201
2416213.0593
48428.7588
Story2
ExDIS Max
Bottom
0
7746.7875
1122.4201
2416213.0593
314163.5637
Story2
ExDIS Min
Top
0
-7746.7875
-1122.4201
-2416213
-48428.7588
Story2
ExDIS Min
Bottom
0
-7746.7875
-1122.4201
-2416213
-314163.5637
Story2
EyDIS Max
Top
0
1043.2054
7750.3831
2435703.4166
250665.8231
Story2
EyDIS Max
Bottom
0
1043.2054
7750.3831
2435703.4166
2163167.0941
Story2
EyDIS Min
Top
0
-1043.2054
-7750.3831
-2435703
-250665.8231
Story2
EyDIS Min
Bottom
0
-1043.2054
-7750.3831
-2435703
-2163167
Story2
B.2.4-4 (1)
Top
52840.2686
0
0
0
16411263
Story2
B.2.4-4 (1)
Bottom
60616.2686
0
0
0
19366143
Story2
B.2.4-5 (2) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (2) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (2) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (2) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (3) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (3) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Story2
B.2.4-5 (3) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
Story2
B.2.4-5 (3) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (4) Max
Top
52840.2686
8059.7491
3447.5351
3146924.0843
16534891
Story2
B.2.4-5 (4) Max
Bottom
60616.2686
8059.7491
3447.5351
3146924.0843
20329256
Page 126 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
B.2.4-5 (4) Min
Top
52840.2686
-8059.7491
-3447.5351
-3146924
16287634
B.2.4-5 (4) Min
Bottom
60616.2686
-8059.7491
-3447.5351
-3146924
18403029
Story2
B.2.4-5 (5) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (5) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (5) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (5) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (6) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (6) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (6) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (6) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (7) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (7) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (7) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (7) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-5 (8) Max
Top
52840.2686
3367.2417
8087.1091
3160567.3344
16676457
Story2
B.2.4-5 (8) Max
Bottom
60616.2686
3367.2417
8087.1091
3160567.3344
21623559
Story2
B.2.4-5 (8) Min
Top
52840.2686
-3367.2417
-8087.1091
-3160567
16146068
Story2
B.2.4-5 (8) Min
Bottom
60616.2686
-3367.2417
-8087.1091
-3160567
17108726
Story2
B.2.4-7 (2) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (2) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (2) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (2) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (3) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (3) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (3) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (3) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (4) Max
Top
27988.7764
8059.7491
3447.5351
3146924.0843
9054506.7227
Story2
B.2.4-7 (4) Max
Bottom
33820.7764
8059.7491
3447.5351
3146924.0843
12110152
Story2
B.2.4-7 (4) Min
Top
27988.7764
-8059.7491
-3447.5351
-3146924
8807249.7113
Story2
B.2.4-7 (4) Min
Bottom
33820.7764
-8059.7491
-3447.5351
-3146924
10183925
Story2
B.2.4-7 (5) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (5) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (5) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (5) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (6) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (6) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (6) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (6) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (7) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (7) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (7) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story2
B.2.4-7 (7) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.4-7 (8) Max
Top
27988.7764
3367.2417
8087.1091
3160567.3344
9196072.6677
Story2
B.2.4-7 (8) Max
Bottom
33820.7764
3367.2417
8087.1091
3160567.3344
13404454
Story2
B.2.4-7 (8) Min
Top
27988.7764
-3367.2417
-8087.1091
-3160567
8665683.7663
Story
Load Case/Combo
Story2 Story2
Page 127 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story2
B.2.4-7 (8) Min
Bottom
33820.7764
-3367.2417
-8087.1091
-3160567
8889622.0538
Story2
B.2.3-4 (1)
Top
42740.0655
0
0
0
13300767
Story2
B.2.3-4 (1)
Bottom
49220.0655
0
0
0
15763167
Story2
B.2.3-5
Top
31098.6405
0
0
0
9923198.0189
Story2
B.2.3-5
Bottom
37578.6405
0
0
0
12385598
Story2
B.2.3-6 (1) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (1) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (1) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (1) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (2) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (2) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (2) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (2) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (3) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (3) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (3) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (3) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (4) Max
Top
31098.6405
5641.8244
2413.2745
2202846.859
10009738
Story2
B.2.3-6 (4) Max
Bottom
37578.6405
5641.8244
2413.2745
2202846.859
13059778
Story2
B.2.3-6 (4) Min
Top
31098.6405
-5641.8244
-2413.2745
-2202847
9836658.0649
Story2
B.2.3-6 (4) Min
Bottom
37578.6405
-5641.8244
-2413.2745
-2202847
11711418
Story2
B.2.3-6 (5) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (5) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (5) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (5) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (6) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (6) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (6) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (6) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (7) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (7) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (7) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (7) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-6 (8) Max
Top
31098.6405
2357.0692
5660.9764
2212397.1341
10108834
Story2
B.2.3-6 (8) Max
Bottom
37578.6405
2357.0692
5660.9764
2212397.1341
13965789
Story2
B.2.3-6 (8) Min
Top
31098.6405
-2357.0692
-5660.9764
-2212397
9737561.9034
Story2
B.2.3-6 (8) Min
Bottom
37578.6405
-2357.0692
-5660.9764
-2212397
10805407
Story2
B.2.3-7 (1)
Top
42740.0655
0
0
0
13300767
Story2
B.2.3-7 (1)
Bottom
49220.0655
0
0
0
15763167
Story2
B.2.3-8 (1) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (1) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (1) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (1) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (2) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (2) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Page 128 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
B.2.3-8 (2) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
B.2.3-8 (2) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (3) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (3) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (3) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (3) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (4) Max
Top
42740.0655
4231.3683
1809.9559
1652135.1442
13365672
Story2
B.2.3-8 (4) Max
Bottom
49220.0655
4231.3683
1809.9559
1652135.1442
16268801
Story2
B.2.3-8 (4) Min
Top
42740.0655
-4231.3683
-1809.9559
-1652135
13235862
Story2
B.2.3-8 (4) Min
Bottom
49220.0655
-4231.3683
-1809.9559
-1652135
15257532
Story2
B.2.3-8 (5) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (5) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (5) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (5) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (6) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (6) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (6) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (6) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (7) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (7) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (7) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (7) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-8 (8) Max
Top
42740.0655
1767.8019
4245.7323
1659297.8505
13439994
Story2
B.2.3-8 (8) Max
Bottom
49220.0655
1767.8019
4245.7323
1659297.8505
16948310
Story2
B.2.3-8 (8) Min
Top
42740.0655
-1767.8019
-4245.7323
-1659298
13161540
Story2
B.2.3-8 (8) Min
Bottom
49220.0655
-1767.8019
-4245.7323
-1659298
14578023
Story2
B.2.3-9
Top
18659.1843
0
0
0
5953918.8113
Story2
B.2.3-9
Bottom
22547.1843
0
0
0
7431358.8113
Story2
B.2.3-10 (1) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (1) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (1) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (1) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (2) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (2) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (2) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (2) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (3) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (3) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (3) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (3) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (4) Max
Top
18659.1843
5641.8244
2413.2745
2202846.859
6040458.7653
Story2
B.2.3-10 (4) Max
Bottom
22547.1843
5641.8244
2413.2745
2202846.859
8105538.3957
Story2
B.2.3-10 (4) Min
Top
18659.1843
-5641.8244
-2413.2745
-2202847
5867378.8574
Story2
B.2.3-10 (4) Min
Bottom
22547.1843
-5641.8244
-2413.2745
-2202847
6757179.227
Story2
B.2.3-10 (5) Max
Top
18659.1843
2357.0692
5660.9764
2212397.1341
6139554.9268
Story
Load Case/Combo
Story2 Story2
Page 129 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
2357.0692
5660.9764
2212397.1341
6139554.9268
2357.0692
5660.9764
2212397.1341
9011550.1256
-2357.0692
-5660.9764
-2212397
5768282.6958
-2357.0692
-5660.9764
-2212397
5851167.4971
5641.8244
5660.9764
2212397.1341
14426623
5641.8244
5660.9764
2212397.1341
16948310
-5641.8244
-5660.9764
-2212397
5768282.6958
-5660.9764
-2212397
5851167.4971
8087.1091
3160567.3344
19113318
8059.7491
8087.1091
3160567.3344
22068198
-8059.7491
-8087.1091
-3160567
8665683.7663
-8059.7491
-8087.1091
-3160567
8889622.0538
0
0
0
9997998.0189
37765.6405
0
0
0
12460398
42880.3155
0
0
0
13356867
49360.3155
0
0
0
15819267
42880.3155
0
0
0
13356867
Story
Load Case/Combo
Location
Story2
B.2.3-10 (5) Max
Bottom
22547.1843
Story2
B.2.3-10 (5) Min
Top
18659.1843
Story2
B.2.3-10 (5) Min
Bottom
22547.1843
-2357.0692
Story2
B.2.3-10 (6) Max
Top
18659.1843
Story2
B.2.3-10 (6) Max
Bottom
22547.1843
Story2
B.2.3-10 (6) Min
Top
18659.1843
Story2
B.2.3-10 (6) Min
Bottom
22547.1843
Story2
B.2.3-10 (7) Max
Top
18659.1843
Story2
B.2.3-10 (7) Max
Bottom
22547.1843
Story2
B.2.3-10 (7) Min
Top
18659.1843
Story2
B.2.3-10 (7) Min
Bottom
22547.1843
Story2
B.2.3-10 (8) Max
Top
18659.1843
Story2
B.2.3-10 (8) Max
Bottom
22547.1843
Story2
B.2.3-10 (8) Min
Top
18659.1843
Story2
B.2.3-10 (8) Min
Bottom
22547.1843
Story2
ENVOLVENTE DE SERVICIO Max
Top
46620.5405
Story2
ENVOLVENTE DE SERVICIO Max
Bottom
53100.5405
Story2
ENVOLVENTE DE SERVICIO Min
Top
18659.1843
Story2
ENVOLVENTE DE SERVICIO Min
Bottom
22547.1843
-5641.8244
Story2
ENVOLVENTE MAYORADA Max
Top
62153.4086
8059.7491
Story2
ENVOLVENTE MAYORADA Max
Bottom
69929.4086
Story2
ENVOLVENTE MAYORADA Min
Top
27988.7764
Story2
ENVOLVENTE MAYORADA Min
Bottom
33820.7764
Story2
B.2.3-3 (2)
Top
31285.6405
Story2
B.2.3-3 (2)
Bottom
Story2
B.2.3-4 (2)
Top
Story2
B.2.3-4 (2)
Bottom
Story2
B.2.3-7 (2)
Top
Story2
B.2.3-7 (2)
Bottom
49360.3155
0
0
0
15819267
Story2
B.2.3-8 (9) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (9) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (9) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (9) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (10) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (10) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (10) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (10) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (11) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (11) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (11) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (11) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Story2
B.2.3-8 (12) Max
Top
42880.3155
4231.3683
1809.9559
1652135.1442
13421772
Story2
B.2.3-8 (12) Max
Bottom
49360.3155
4231.3683
1809.9559
1652135.1442
16324901
Story2
B.2.3-8 (12) Min
Top
42880.3155
-4231.3683
-1809.9559
-1652135
13291962
Story2
B.2.3-8 (12) Min
Bottom
49360.3155
-4231.3683
-1809.9559
-1652135
15313632
Page 130 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
B.2.3-8 (13) Max
Top
42880.3155
B.2.3-8 (13) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
B.2.3-8 (13) Min
Top
42880.3155
-1767.8019
-4245.7323
-1659298
13217640
Story2
B.2.3-8 (13) Min
Story2
B.2.3-8 (14) Max
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
14634123
Top
42880.3155
1767.8019
4245.7323
1659297.8505
13496094
Story2
B.2.3-8 (14) Max
Bottom
49360.3155
Story2
B.2.3-8 (14) Min
Top
42880.3155
1767.8019
4245.7323
1659297.8505
17004410
-1767.8019
-4245.7323
-1659298
Story2
B.2.3-8 (14) Min
Bottom
49360.3155
-1767.8019
13217640
-4245.7323
-1659298
14634123
Story2
B.2.3-8 (15) Max
Top
42880.3155
Story2
B.2.3-8 (15) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
Story2
B.2.3-8 (15) Min
Top
42880.3155
Story2
B.2.3-8 (15) Min
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
13217640
-1767.8019
-4245.7323
-1659298
14634123
Story2
B.2.3-8 (16) Max
Top
42880.3155
Story2
B.2.3-8 (16) Max
Bottom
49360.3155
1767.8019
4245.7323
1659297.8505
13496094
1767.8019
4245.7323
1659297.8505
17004410
Story2
B.2.3-8 (16) Min
Top
42880.3155
Story2
B.2.3-8 (16) Min
Bottom
49360.3155
-1767.8019
-4245.7323
-1659298
13217640
-1767.8019
-4245.7323
-1659298
14634123
Story2
B.2.4-2 (2)
Top
Story2
B.2.4-2 (2)
Bottom
62246.9086
0
0
0
19150718
70022.9086
0
0
0
Story2
B.2.4-3 (2)
22105598
Top
53139.4686
0
0
0
Story2
B.2.4-3 (2)
16530943
Bottom
60915.4686
0
0
0
19485823
Story2 Story2
B.2.4-4 (2)
Top
52933.7686
0
0
0
16448663
B.2.4-4 (2)
Bottom
60709.7686
0
0
0
19403543
Story2
B.2.4-5 (1) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (1) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (1) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (1) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (2) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (2) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (2) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (2) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (3) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (3) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (3) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (3) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (4) DER Max
Top
52840.2686
45127.3747
19303.1078
17619956
17103472
Story2
B.2.4-5 (4) DER Max
Bottom
60616.2686
45127.3747
19303.1078
17619956
24758716
Story2
B.2.4-5 (4) DER Min
Top
52840.2686
-45127.3747 -19303.1078
-17619956
15719054
Story2
B.2.4-5 (4) DER Min
Bottom
60616.2686
-45127.3747 -19303.1078
-17619956
13973569
Story2
B.2.4-5 (5) DER Max
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Story2
B.2.4-5 (5) DER Max
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
Story2
B.2.4-5 (5) DER Min
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Story2
B.2.4-5 (5) DER Min
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Story2
B.2.4-5 (6) DER Max
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Story2
B.2.4-5 (6) DER Max
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
Story2
B.2.4-5 (6) DER Min
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Story
Load Case/Combo
Story2 Story2 Story2
Page 131 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) T kgf-cm
MX kgf-cm
-18853.5367 -45280.5662
-17696346
6726634.4302
18853.5367
45280.5662
17696346
17896114
60616.2686
18853.5367
45280.5662
17696346
32005651
Top
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Top
52840.2686
18853.5367
45280.5662
17696346
17896114
Bottom
60616.2686
18853.5367
45280.5662
17696346
32005651
52840.2686
-18853.5367 -45280.5662
-17696346
14926411
Bottom
60616.2686
-18853.5367 -45280.5662
-17696346
6726634.4302
Top
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
45127.3747
19303.1078
17619956
9623087.0955
33820.7764
45127.3747
19303.1078
17619956
16539612
27988.7764
-45127.3747 -19303.1078
-17619956
8238669.3385
33820.7764
-45127.3747 -19303.1078
-17619956
5754464.3542
27988.7764
18853.5367
45280.5662
17696346
10415730
33820.7764
18853.5367
45280.5662
17696346
23786546
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
33820.7764
18853.5367
45280.5662
17696346
23786546
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
Bottom
33820.7764
18853.5367
45280.5662
17696346
23786546
Top
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
B.2.4-7 (8) DER Max
Top
27988.7764
18853.5367
45280.5662
17696346
10415730
B.2.4-7 (8) DER Max
Bottom
33820.7764
18853.5367
45280.5662
17696346
23786546
Story2
B.2.4-7 (8) DER Min
Top
27988.7764
-18853.5367 -45280.5662
-17696346
7446026.8692
Story2
B.2.4-7 (8) DER Min
Bottom
33820.7764
-18853.5367 -45280.5662
-17696346
-1492470
Story1
DEAD
Top
64400.0809
0
0
0
20597916
Story1
DEAD
Bottom
70880.0809
0
0
0
23060316
Story1
LIVE
Top
22115.46
0
0
0
6068960.4
Story1
LIVE
Bottom
22115.46
0
0
0
6068960.4
Story
P kgf
Load Case/Combo
Location
Story2
B.2.4-5 (6) DER Min
Bottom
60616.2686
Story2
B.2.4-5 (7) DER Max
Top
52840.2686
Story2
B.2.4-5 (7) DER Max
Bottom
Story2
B.2.4-5 (7) DER Min
Story2
B.2.4-5 (7) DER Min
Story2
B.2.4-5 (8) DER Max
Story2
B.2.4-5 (8) DER Max
Story2
B.2.4-5 (8) DER Min
Top
Story2
B.2.4-5 (8) DER Min
Story2
B.2.4-7 (1) DER Max
Story2
B.2.4-7 (1) DER Max
Bottom
Story2
B.2.4-7 (1) DER Min
Top
Story2
B.2.4-7 (1) DER Min
Bottom
Story2
B.2.4-7 (2) DER Max
Top
Story2
B.2.4-7 (2) DER Max
Bottom
Story2
B.2.4-7 (2) DER Min
Top
Story2
B.2.4-7 (2) DER Min
Bottom
Story2
B.2.4-7 (3) DER Max
Top
Story2
B.2.4-7 (3) DER Max
Bottom
Story2
B.2.4-7 (3) DER Min
Top
Story2
B.2.4-7 (3) DER Min
Bottom
Story2
B.2.4-7 (4) DER Max
Top
Story2
B.2.4-7 (4) DER Max
Bottom
Story2
B.2.4-7 (4) DER Min
Top
Story2
B.2.4-7 (4) DER Min
Bottom
Story2
B.2.4-7 (5) DER Max
Top
Story2
B.2.4-7 (5) DER Max
Bottom
Story2
B.2.4-7 (5) DER Min
Top
Story2
B.2.4-7 (5) DER Min
Story2
B.2.4-7 (6) DER Max
Story2
B.2.4-7 (6) DER Max
Bottom
Story2
B.2.4-7 (6) DER Min
Top
Story2
B.2.4-7 (6) DER Min
Bottom
Story2
B.2.4-7 (7) DER Max
Story2
B.2.4-7 (7) DER Max
Story2
B.2.4-7 (7) DER Min
Story2
B.2.4-7 (7) DER Min
Story2 Story2
VX kgf
Page 132 of 290
VY kgf
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
SX Max
Top
0
64211.7327
9316.4512
19884187
1759034.5111
SX Max
Bottom
0
64211.7327
9316.4512
19884187
4048407.5949
Story1
SY Max
Top
0
8584.4443
64212.7646
19910260
12111798
Story1
SY Max
Bottom
0
8584.4443
64212.7646
19910260
27934138
Story1
Lr
Top
0
0
0
0
0
Story1
Lr
Bottom
0
0
0
0
0
Story1
EMPUJE
Top
0
0
0
0
0
Story1
EMPUJE
Bottom
0
0
0
0
0
Story1
GRANIZO
Top
187
0
0
0
74800
Story1
GRANIZO
Bottom
187
0
0
0
74800
Story1
Sx Estatico
Top
0
-61302.2053
0
19974647
0
Story1
Sx Estatico
Bottom
0
-61302.2053
0
19974647
0
Story1
Sy Estatico
Top
0
0
-61302.2053
-14789912
11870708
Story1
Sy Estatico
Bottom
0
0
-61302.2053
-14789912
27196259
Story1
B.2.4-1
Top
90160.1133
0
0
0
28837082
Story1
B.2.4-1
Bottom
99232.1133
0
0
0
32284442
Story1
B.2.4-2 (1)
Top
112664.8331
0
0
0
34427836
Story1
B.2.4-2 (1)
Bottom
120440.8331
0
0
0
37382716
Story1
B.2.4-3 (1)
Top
99395.5571
0
0
0
30786460
Story1
B.2.4-3 (1)
Bottom
107171.5571
0
0
0
33741340
Story1
B.2.4-5 (1) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (1) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (1) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (1) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-6
Top
57960.0728
0
0
0
18538124
Story1
B.2.4-6
Bottom
63792.0728
0
0
0
20754284
Story1
B.2.4-7 (1) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (1) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (1) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (1) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.3-1
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-1
Bottom
70880.0809
0
0
0
23060316
Story1
B.2.3-2
Top
86515.5409
0
0
0
26666876
Story1
B.2.3-2
Bottom
92995.5409
0
0
0
29129276
Story1
B.2.3-3 (1)
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-3 (1)
Bottom
70880.0809
0
0
0
23060316
Story1
ExDIS Max
Top
0
11468.2155
1663.9182
3551315.8325
314163.5637
Story1
ExDIS Max
Bottom
0
11468.2155
1663.9182
3551315.8325
723045.5965
Story1
ExDIS Min
Top
0
-11468.2155
-1663.9182
-3551316
-314163.5637
Story1
ExDIS Min
Bottom
0
-11468.2155
-1663.9182
-3551316
-723045.5965
Story1
EyDIS Max
Top
0
1533.1817
11468.3998
3555972.4606
2163167.0941
Story1
EyDIS Max
Bottom
0
1533.1817
11468.3998
3555972.4606
4989037.1311
Story1
EyDIS Min
Top
0
-1533.1817
-11468.3998
-3555972
-2163167
Story1
EyDIS Min
Bottom
0
-1533.1817
-11468.3998
-3555972
-4989037
Story1
B.2.4-4 (1)
Top
99395.5571
0
0
0
30786460
Story
Load Case/Combo
Story1 Story1
Page 133 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Load Case/Combo
Location
P kgf
Story1
B.2.4-4 (1)
Bottom
107171.5571
0
0
0
33741340
Story1
B.2.4-5 (2) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (2) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (2) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (2) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (3) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (3) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (3) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (3) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (4) Max
Top
99395.5571
11928.17
5104.4381
4618107.5706
31749573
Story1
B.2.4-5 (4) Max
Bottom
107171.5571
11928.17
5104.4381
4618107.5706
35961096
Story1
B.2.4-5 (4) Min
Top
99395.5571
-11928.17
-5104.4381
-4618108
29823346
Story1
B.2.4-5 (4) Min
Bottom
107171.5571
-11928.17
-5104.4381
-4618108
31521583
Story1
B.2.4-5 (5) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (5) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (5) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (5) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (6) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (6) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (6) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (6) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (7) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (7) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (7) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (7) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-5 (8) Max
Top
99395.5571
4973.6464
11967.5752
4621367.2103
33043876
Story1
B.2.4-5 (8) Max
Bottom
107171.5571
4973.6464
11967.5752
4621367.2103
38947290
Story1
B.2.4-5 (8) Min
Top
99395.5571
-4973.6464
-11967.5752
-4621367
28529043
Story1
B.2.4-5 (8) Min
Bottom
107171.5571
-4973.6464
-11967.5752
-4621367
28535389
Story1
B.2.4-7 (2) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (2) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (2) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (2) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (3) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (3) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (3) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (3) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (4) Max
Top
57960.0728
11928.17
5104.4381
4618107.5706
19501238
Story1
B.2.4-7 (4) Max
Bottom
63792.0728
11928.17
5104.4381
4618107.5706
22974041
Story1
B.2.4-7 (4) Min
Top
57960.0728
-11928.17
-5104.4381
-4618108
17575011
Story1
B.2.4-7 (4) Min
Bottom
63792.0728
-11928.17
-5104.4381
-4618108
18534528
Story1
B.2.4-7 (5) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (5) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (5) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (5) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story
VX kgf
Page 134 of 290
VY kgf
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story1
B.2.4-7 (6) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (6) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (6) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (6) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.4-7 (7) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (7) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (7) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (7) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.4-7 (8) Max
Top
57960.0728
4973.6464
11967.5752
4621367.2103
20795541
Story1
B.2.4-7 (8) Max
Bottom
63792.0728
4973.6464
11967.5752
4621367.2103
25960235
Story1
B.2.4-7 (8) Min
Top
57960.0728
-4973.6464
-11967.5752
-4621367
16280708
Story1
B.2.4-7 (8) Min
Bottom
63792.0728
-4973.6464
-11967.5752
-4621367
15548334
Story1
B.2.3-4 (1)
Top
80986.6759
0
0
0
25149636
Story1
B.2.3-4 (1)
Bottom
87466.6759
0
0
0
27612036
Story1
B.2.3-5
Top
64400.0809
0
0
0
20597916
Story1
B.2.3-5
Bottom
70880.0809
0
0
0
23060316
Story1
B.2.3-6 (1) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (1) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (1) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (1) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (2) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (2) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (2) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (2) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (3) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (3) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (3) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (3) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (4) Max
Top
64400.0809
8349.719
3573.1067
3232675.2994
21272096
Story1
B.2.3-6 (4) Max
Bottom
70880.0809
8349.719
3573.1067
3232675.2994
24614146
Story1
B.2.3-6 (4) Min
Top
64400.0809
-8349.719
-3573.1067
-3232675
19923736
Story1
B.2.3-6 (4) Min
Bottom
70880.0809
-8349.719
-3573.1067
-3232675
21506486
Story1
B.2.3-6 (5) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (5) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (5) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (5) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (6) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (6) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (6) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (6) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (7) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Story1
B.2.3-6 (7) Max
Bottom
70880.0809
3481.5525
8377.3026
3234957.0472
26704482
Story1
B.2.3-6 (7) Min
Top
64400.0809
-3481.5525
-8377.3026
-3234957
19017725
Story1
B.2.3-6 (7) Min
Bottom
70880.0809
-3481.5525
-8377.3026
-3234957
19416150
Story1
B.2.3-6 (8) Max
Top
64400.0809
3481.5525
8377.3026
3234957.0472
22178107
Page 135 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Story
Load Case/Combo
Location
P kgf
Story1
B.2.3-6 (8) Max
Bottom
70880.0809
Story1
B.2.3-6 (8) Min
Top
64400.0809
Story1
B.2.3-6 (8) Min
Bottom
70880.0809
Story1
B.2.3-7 (1)
Top
Story1
B.2.3-7 (1)
Bottom
Story1
B.2.3-8 (1) Max
Story1 Story1
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
3481.5525
8377.3026
3234957.0472
26704482
-3481.5525
-8377.3026
-3234957
19017725
-3481.5525
-8377.3026
-3234957
19416150
80986.6759
0
0
0
25149636
87466.6759
0
0
0
27612036
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
B.2.3-8 (1) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
B.2.3-8 (1) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (1) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (2) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (2) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (2) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (2) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (3) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (3) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (3) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (3) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (4) Max
Top
80986.6759
6262.2892
2679.83
2424506.4746
25655271
Story1
B.2.3-8 (4) Max
Bottom
87466.6759
6262.2892
2679.83
2424506.4746
28777409
Story1
B.2.3-8 (4) Min
Top
80986.6759
-6262.2892
-2679.83
-2424506
24644002
Story1
B.2.3-8 (4) Min
Bottom
87466.6759
-6262.2892
-2679.83
-2424506
26446664
Story1
B.2.3-8 (5) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (5) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (5) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (5) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (6) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (6) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (6) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (6) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (7) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (7) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (7) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (7) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-8 (8) Max
Top
80986.6759
2611.1644
6282.977
2426217.7854
26334780
Story1
B.2.3-8 (8) Max
Bottom
87466.6759
2611.1644
6282.977
2426217.7854
30345161
Story1
B.2.3-8 (8) Min
Top
80986.6759
-2611.1644
-6282.977
-2426218
23964493
Story1
B.2.3-8 (8) Min
Bottom
87466.6759
-2611.1644
-6282.977
-2426218
24878912
Story1
B.2.3-9
Top
38640.0486
0
0
0
12358750
Story1
B.2.3-9
Bottom
42528.0486
0
0
0
13836190
Story1
B.2.3-10 (1) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (1) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (1) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (1) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (2) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (2) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Page 136 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
B.2.3-10 (2) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
B.2.3-10 (2) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (3) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (3) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (3) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (3) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (4) Max
Top
38640.0486
8349.719
3573.1067
3232675.2994
13032929
Story1
B.2.3-10 (4) Max
Bottom
42528.0486
8349.719
3573.1067
3232675.2994
15390019
Story1
B.2.3-10 (4) Min
Top
38640.0486
-8349.719
-3573.1067
-3232675
11684570
Story1
B.2.3-10 (4) Min
Bottom
42528.0486
-8349.719
-3573.1067
-3232675
12282360
Story1
B.2.3-10 (5) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (5) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (5) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (5) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (6) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (6) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (6) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (6) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (7) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (7) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (7) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (7) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
B.2.3-10 (8) Max
Top
38640.0486
3481.5525
8377.3026
3234957.0472
13938941
Story1
B.2.3-10 (8) Max
Bottom
42528.0486
3481.5525
8377.3026
3234957.0472
17480355
Story1
B.2.3-10 (8) Min
Top
38640.0486
-3481.5525
-8377.3026
-3234957
10778558
Story1
B.2.3-10 (8) Min
Bottom
42528.0486
-3481.5525
-8377.3026
-3234957
10192024
Story1
ENVOLVENTE DE SERVICIO Max
Top
86515.5409
8349.719
8377.3026
3234957.0472
26666876
Story1
ENVOLVENTE DE SERVICIO Max
Bottom
92995.5409
8349.719
8377.3026
3234957.0472
30345161
Story1
ENVOLVENTE DE SERVICIO Min
Top
38640.0486
-8349.719
-8377.3026
-3234957
10778558
Story1
ENVOLVENTE DE SERVICIO Min
Bottom
42528.0486
-8349.719
-8377.3026
-3234957
10192024
Story1
ENVOLVENTE MAYORADA Max
Top
112664.8331
11928.17
11967.5752
4621367.2103
34427836
Story1
ENVOLVENTE MAYORADA Max
Bottom
120440.8331
11928.17
11967.5752
4621367.2103
38947290
Story1
ENVOLVENTE MAYORADA Min
Top
57960.0728
-11928.17
-11967.5752
-4621367
16280708
Story1
ENVOLVENTE MAYORADA Min
Bottom
63792.0728
-11928.17
-11967.5752
-4621367
15548334
Story1
B.2.3-3 (2)
Top
64587.0809
0
0
0
20672716
Story1
B.2.3-3 (2)
Bottom
71067.0809
0
0
0
23135116
Story1
B.2.3-4 (2)
Top
81126.9259
0
0
0
25205736
Story1
B.2.3-4 (2)
Bottom
87606.9259
0
0
0
27668136
Story1
B.2.3-7 (2)
Top
81126.9259
0
0
0
25205736
Story1
B.2.3-7 (2)
Bottom
87606.9259
0
0
0
27668136
Story1
B.2.3-8 (9) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story1
B.2.3-8 (9) Max
Bottom
87606.9259
6262.2892
2679.83
2424506.4746
28833509
Story1
B.2.3-8 (9) Min
Top
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Story1
B.2.3-8 (9) Min
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
Story1
B.2.3-8 (10) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story
Load Case/Combo
Story1 Story1
Page 137 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
6262.2892
2679.83
2424506.4746
28833509
-6262.2892
-2679.83
-2424506
24700102
-2679.83
-2424506
26502764
6262.2892
2679.83
2424506.4746
25711371
6262.2892
2679.83
2424506.4746
28833509
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
B.2.3-8 (12) Max
Top
81126.9259
6262.2892
2679.83
2424506.4746
25711371
Story1
B.2.3-8 (12) Max
Bottom
87606.9259
6262.2892
2679.83
2424506.4746
28833509
Story1
B.2.3-8 (12) Min
Top
81126.9259
-6262.2892
-2679.83
-2424506
24700102
Story1
B.2.3-8 (12) Min
Bottom
87606.9259
-6262.2892
-2679.83
-2424506
26502764
Story1
B.2.3-8 (13) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (13) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (13) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (13) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (14) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (14) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (14) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (14) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (15) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (15) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (15) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (15) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.3-8 (16) Max
Top
81126.9259
2611.1644
6282.977
2426217.7854
26390880
Story1
B.2.3-8 (16) Max
Bottom
87606.9259
2611.1644
6282.977
2426217.7854
30401261
Story1
B.2.3-8 (16) Min
Top
81126.9259
-2611.1644
-6282.977
-2426218
24020593
Story1
B.2.3-8 (16) Min
Bottom
87606.9259
-2611.1644
-6282.977
-2426218
24935012
Story1
B.2.4-2 (2)
Top
112758.3331
0
0
0
34465236
Story1
B.2.4-2 (2)
Bottom
120534.3331
0
0
0
37420116
Story1
B.2.4-3 (2)
Top
99694.7571
0
0
0
30906140
Story1
B.2.4-3 (2)
Bottom
107470.7571
0
0
0
33861020
Story1
B.2.4-4 (2)
Top
99489.0571
0
0
0
30823860
Story1
B.2.4-4 (2)
Bottom
107265.0571
0
0
0
33778740
Story1
B.2.4-5 (1) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (1) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (1) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (1) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (2) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (2) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (2) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (2) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (3) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (3) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (3) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (3) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story
Load Case/Combo
Location
Story1
B.2.3-8 (10) Max
Bottom
87606.9259
Story1
B.2.3-8 (10) Min
Top
81126.9259
Story1
B.2.3-8 (10) Min
Bottom
87606.9259
-6262.2892
Story1
B.2.3-8 (11) Max
Top
81126.9259
Story1
B.2.3-8 (11) Max
Bottom
87606.9259
Story1
B.2.3-8 (11) Min
Top
Story1
B.2.3-8 (11) Min
Story1
Page 138 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) Location
P kgf
VX kgf
VY kgf
T kgf-cm
MX kgf-cm
Story
Load Case/Combo
Story1
B.2.4-5 (4) DER Max
Top
99395.5571
66787.066
28580.2805
25857265
36179034
Story1
B.2.4-5 (4) DER Max
Bottom
107171.5571
66787.066
28580.2805
25857265
46169989
Story1
B.2.4-5 (4) DER Min
Top
99395.5571
-66787.066
-28580.2805
-25857265
25393886
Story1
B.2.4-5 (4) DER Min
Bottom
107171.5571
-66787.066
-28580.2805
-25857265
21312691
Story1
B.2.4-5 (5) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (5) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (5) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (5) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (6) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (6) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (6) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (6) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (7) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (7) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (7) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (7) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-5 (8) DER Max
Top
99395.5571
27847.9641
67007.6999
25875516
43425968
Story1
B.2.4-5 (8) DER Max
Bottom
107171.5571
27847.9641
67007.6999
25875516
62890000
Story1
B.2.4-5 (8) DER Min
Top
99395.5571
-27847.9641 -67007.6999
-25875516
18146951
Story1
B.2.4-5 (8) DER Min
Bottom
107171.5571 -27847.9641 -67007.6999
-25875516
4592678.8952
Story1
B.2.4-7 (1) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (1) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (1) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (1) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (2) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (2) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (2) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (2) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (3) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (3) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (3) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (3) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (4) DER Max
Top
57960.0728
66787.066
28580.2805
25857265
23930698
Story1
B.2.4-7 (4) DER Max
Bottom
63792.0728
66787.066
28580.2805
25857265
33182934
Story1
B.2.4-7 (4) DER Min
Top
57960.0728
-66787.066
-28580.2805
-25857265
13145551
Story1
B.2.4-7 (4) DER Min
Bottom
63792.0728
-66787.066
-28580.2805
-25857265
8325635.2976
Story1
B.2.4-7 (5) DER Max
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Story1
B.2.4-7 (5) DER Max
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Story1
B.2.4-7 (5) DER Min
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Story1
B.2.4-7 (5) DER Min
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story1
B.2.4-7 (6) DER Max
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Story1
B.2.4-7 (6) DER Max
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Story1
B.2.4-7 (6) DER Min
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Story1
B.2.4-7 (6) DER Min
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story1
B.2.4-7 (7) DER Max
Top
57960.0728
27847.9641
25875516
31177633
Page 139 of 290
67007.6999
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 1 of 2, continued) VX kgf
VY kgf
63792.0728
27847.9641
67007.6999
25875516
49902945
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Top
57960.0728
27847.9641
67007.6999
25875516
31177633
Bottom
63792.0728
27847.9641
67007.6999
25875516
49902945
Top
57960.0728
-27847.9641 -67007.6999
-25875516
5898616.2415
Bottom
63792.0728
-27847.9641 -67007.6999
-25875516
-8394376
Story
Load Case/Combo
Location
Story1
B.2.4-7 (7) DER Max
Bottom
Story1
B.2.4-7 (7) DER Min
Top
Story1
B.2.4-7 (7) DER Min
Bottom
Story1
B.2.4-7 (8) DER Max
Story1
B.2.4-7 (8) DER Max
Story1
B.2.4-7 (8) DER Min
Story1
B.2.4-7 (8) DER Min
P kgf
Table 5.7 - Story Forces (Part 2 of 2) Location
MY kgf-cm
DEAD
Top
-711805.8
DEAD
Bottom
-1444046
LIVE
Top
-49283.85
Story3
LIVE
Bottom
-49283.85
Story3
SX Max
Top
0
Story3
SX Max
Bottom
1374402.5677
Story3
SY Max
Top
0
Story3
SY Max
Bottom
215971.2027
Story3
Lr
Top
0
Story3
Lr
Bottom
0
Story3
EMPUJE
Top
0
Story3
EMPUJE
Bottom
0
Story3
GRANIZO
Top
-70405.5
Story3
GRANIZO
Bottom
-70405.5
Story3
Sx Estatico
Top
0
Story3
Sx Estatico
Bottom
-1397626
Story3
Sy Estatico
Top
0
Story3
Sy Estatico
Bottom
0
Story3
B.2.4-1
Top
-996528.12
Story3
B.2.4-1
Bottom
-2021664
Story3
B.2.4-2 (1)
Top
-933021.12
Story3
B.2.4-2 (1)
Bottom
-1811709
Story3
B.2.4-3 (1)
Top
-903450.81
Story3
B.2.4-3 (1)
Bottom
-1782139
Story3
B.2.4-5 (1) Max
Top
-903450.81
Story3
B.2.4-5 (1) Max
Bottom
-1525099
Story3
B.2.4-5 (1) Min
Top
-903450.81
Story3
B.2.4-5 (1) Min
Bottom
-2039179
Story3
B.2.4-6
Top
-640625.22
Story3
B.2.4-6
Bottom
-1299641
Story3
B.2.4-7 (1) Max
Top
-640625.22
Story3
B.2.4-7 (1) Max
Bottom
-1042601
Story3
B.2.4-7 (1) Min
Top
-640625.22
Story3
B.2.4-7 (1) Min
Bottom
-1556681
Story
Load Case/Combo
Story3 Story3 Story3
Page 140 of 290
T kgf-cm
MX kgf-cm
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.3-1
Top
-711805.8
B.2.3-1
Bottom
-1444046
B.2.3-2
Top
-761089.65
Story3
B.2.3-2
Bottom
-1493330
Story3
B.2.3-3 (1)
Top
-711805.8
Story3
B.2.3-3 (1)
Bottom
-1444046
Story3
ExDIS Max
Top
0
Story3
ExDIS Max
Bottom
245468.2986
Story3
ExDIS Min
Top
0
Story3
ExDIS Min
Bottom
-245468.2986
Story3
EyDIS Max
Top
0
Story3
EyDIS Max
Bottom
38572.4568
Story3
EyDIS Min
Top
0
Story3
EyDIS Min
Bottom
-38572.4568
Story3
B.2.4-4 (1)
Top
-903450.81
Story3
B.2.4-4 (1)
Bottom
-1782139
Story3
B.2.4-5 (2) Max
Top
-903450.81
Story3
B.2.4-5 (2) Max
Bottom
-1525099
Story3
B.2.4-5 (2) Min
Top
-903450.81
Story3
B.2.4-5 (2) Min
Bottom
-2039179
Story3
B.2.4-5 (3) Max
Top
-903450.81
Story3
B.2.4-5 (3) Max
Bottom
-1525099
Story3
B.2.4-5 (3) Min
Top
-903450.81
Story3
B.2.4-5 (3) Min
Bottom
-2039179
Story3
B.2.4-5 (4) Max
Top
-903450.81
Story3
B.2.4-5 (4) Max
Bottom
-1525099
Story3
B.2.4-5 (4) Min
Top
-903450.81
Story3
B.2.4-5 (4) Min
Bottom
-2039179
Story3
B.2.4-5 (5) Max
Top
-903450.81
Story3
B.2.4-5 (5) Max
Bottom
-1669926
Story3
B.2.4-5 (5) Min
Top
-903450.81
Story3
B.2.4-5 (5) Min
Bottom
-1894352
Story3
B.2.4-5 (6) Max
Top
-903450.81
Story3
B.2.4-5 (6) Max
Bottom
-1669926
Story3
B.2.4-5 (6) Min
Top
-903450.81
Story3
B.2.4-5 (6) Min
Bottom
-1894352
Story3
B.2.4-5 (7) Max
Top
-903450.81
Story3
B.2.4-5 (7) Max
Bottom
-1669926
Story3
B.2.4-5 (7) Min
Top
-903450.81
Story3
B.2.4-5 (7) Min
Bottom
-1894352
Story3
B.2.4-5 (8) Max
Top
-903450.81
Story3
B.2.4-5 (8) Max
Bottom
-1669926
Story3
B.2.4-5 (8) Min
Top
-903450.81
Story3
B.2.4-5 (8) Min
Bottom
-1894352
Story3
B.2.4-7 (2) Max
Top
-640625.22
Story
Load Case/Combo
Story3 Story3 Story3
Page 141 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.4-7 (2) Max
Bottom
-1042601
Story3
B.2.4-7 (2) Min
Top
-640625.22
Story3
B.2.4-7 (2) Min
Bottom
-1556681
Story3
B.2.4-7 (3) Max
Top
-640625.22
Story3
B.2.4-7 (3) Max
Bottom
-1042601
Story3
B.2.4-7 (3) Min
Top
-640625.22
Story3
B.2.4-7 (3) Min
Bottom
-1556681
Story3
B.2.4-7 (4) Max
Top
-640625.22
Story3
B.2.4-7 (4) Max
Bottom
-1042601
Story3
B.2.4-7 (4) Min
Top
-640625.22
Story3
B.2.4-7 (4) Min
Bottom
-1556681
Story3
B.2.4-7 (5) Max
Top
-640625.22
Story3
B.2.4-7 (5) Max
Bottom
-1187428
Story3
B.2.4-7 (5) Min
Top
-640625.22
Story3
B.2.4-7 (5) Min
Bottom
-1411854
Story3
B.2.4-7 (6) Max
Top
-640625.22
Story3
B.2.4-7 (6) Max
Bottom
-1187428
Story3
B.2.4-7 (6) Min
Top
-640625.22
Story3
B.2.4-7 (6) Min
Bottom
-1411854
Story3
B.2.4-7 (7) Max
Top
-640625.22
Story3
B.2.4-7 (7) Max
Bottom
-1187428
Story3
B.2.4-7 (7) Min
Top
-640625.22
Story3
B.2.4-7 (7) Min
Bottom
-1411854
Story3
B.2.4-7 (8) Max
Top
-640625.22
Story3
B.2.4-7 (8) Max
Bottom
-1187428
Story3
B.2.4-7 (8) Min
Top
-640625.22
Story3
B.2.4-7 (8) Min
Bottom
-1411854
Story3
B.2.3-4 (1)
Top
-748768.6875
Story3
B.2.3-4 (1)
Bottom
-1481009
Story3
B.2.3-5
Top
-711805.8
Story3
B.2.3-5
Bottom
-1444046
Story3
B.2.3-6 (1) Max
Top
-711805.8
Story3
B.2.3-6 (1) Max
Bottom
-1264118
Story3
B.2.3-6 (1) Min
Top
-711805.8
Story3
B.2.3-6 (1) Min
Bottom
-1623974
Story3
B.2.3-6 (2) Max
Top
-711805.8
Story3
B.2.3-6 (2) Max
Bottom
-1264118
Story3
B.2.3-6 (2) Min
Top
-711805.8
Story3
B.2.3-6 (2) Min
Bottom
-1623974
Story3
B.2.3-6 (3) Max
Top
-711805.8
Story3
B.2.3-6 (3) Max
Bottom
-1264118
Story3
B.2.3-6 (3) Min
Top
-711805.8
Story3
B.2.3-6 (3) Min
Bottom
-1623974
Story3
B.2.3-6 (4) Max
Top
-711805.8
Story3
B.2.3-6 (4) Max
Bottom
-1264118
Page 142 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.3-6 (4) Min
Top
-711805.8
B.2.3-6 (4) Min
Bottom
-1623974
Story3
B.2.3-6 (5) Max
Top
-711805.8
Story3
B.2.3-6 (5) Max
Bottom
-1365497
Story3
B.2.3-6 (5) Min
Top
-711805.8
Story3
B.2.3-6 (5) Min
Bottom
-1522595
Story3
B.2.3-6 (6) Max
Top
-711805.8
Story3
B.2.3-6 (6) Max
Bottom
-1365497
Story3
B.2.3-6 (6) Min
Top
-711805.8
Story3
B.2.3-6 (6) Min
Bottom
-1522595
Story3
B.2.3-6 (7) Max
Top
-711805.8
Story3
B.2.3-6 (7) Max
Bottom
-1365497
Story3
B.2.3-6 (7) Min
Top
-711805.8
Story3
B.2.3-6 (7) Min
Bottom
-1522595
Story3
B.2.3-6 (8) Max
Top
-711805.8
Story3
B.2.3-6 (8) Max
Bottom
-1365497
Story3
B.2.3-6 (8) Min
Top
-711805.8
Story3
B.2.3-6 (8) Min
Bottom
-1522595
Story3
B.2.3-7 (1)
Top
-748768.6875
Story3
B.2.3-7 (1)
Bottom
-1481009
Story3
B.2.3-8 (1) Max
Top
-748768.6875
Story3
B.2.3-8 (1) Max
Bottom
-1346063
Story3
B.2.3-8 (1) Min
Top
-748768.6875
Story3
B.2.3-8 (1) Min
Bottom
-1615955
Story3
B.2.3-8 (2) Max
Top
-748768.6875
Story3
B.2.3-8 (2) Max
Bottom
-1346063
Story3
B.2.3-8 (2) Min
Top
-748768.6875
Story3
B.2.3-8 (2) Min
Bottom
-1615955
Story3
B.2.3-8 (3) Max
Top
-748768.6875
Story3
B.2.3-8 (3) Max
Bottom
-1346063
Story3
B.2.3-8 (3) Min
Top
-748768.6875
Story3
B.2.3-8 (3) Min
Bottom
-1615955
Story3
B.2.3-8 (4) Max
Top
-748768.6875
Story3
B.2.3-8 (4) Max
Bottom
-1346063
Story3
B.2.3-8 (4) Min
Top
-748768.6875
Story3
B.2.3-8 (4) Min
Bottom
-1615955
Story3
B.2.3-8 (5) Max
Top
-748768.6875
Story3
B.2.3-8 (5) Max
Bottom
-1422097
Story3
B.2.3-8 (5) Min
Top
-748768.6875
Story3
B.2.3-8 (5) Min
Bottom
-1539920
Story3
B.2.3-8 (6) Max
Top
-748768.6875
Story3
B.2.3-8 (6) Max
Bottom
-1422097
Story3
B.2.3-8 (6) Min
Top
-748768.6875
Story3
B.2.3-8 (6) Min
Bottom
-1539920
Story3
B.2.3-8 (7) Max
Top
-748768.6875
Story
Load Case/Combo
Story3 Story3
Page 143 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.3-8 (7) Max
Bottom
-1422097
Story3
B.2.3-8 (7) Min
Top
-748768.6875
Story3
B.2.3-8 (7) Min
Bottom
-1539920
Story3
B.2.3-8 (8) Max
Top
-748768.6875
Story3
B.2.3-8 (8) Max
Bottom
-1422097
Story3
B.2.3-8 (8) Min
Top
-748768.6875
Story3
B.2.3-8 (8) Min
Bottom
-1539920
Story3
B.2.3-9
Top
-427083.48
Story3
B.2.3-9
Bottom
-866427.48
Story3
B.2.3-10 (1) Max
Top
-427083.48
Story3
B.2.3-10 (1) Max
Bottom
-686499.4551
Story3
B.2.3-10 (1) Min
Top
-427083.48
Story3
B.2.3-10 (1) Min
Bottom
-1046356
Story3
B.2.3-10 (2) Max
Top
-427083.48
Story3
B.2.3-10 (2) Max
Bottom
-686499.4551
Story3
B.2.3-10 (2) Min
Top
-427083.48
Story3
B.2.3-10 (2) Min
Bottom
-1046356
Story3
B.2.3-10 (3) Max
Top
-427083.48
Story3
B.2.3-10 (3) Max
Bottom
-686499.4551
Story3
B.2.3-10 (3) Min
Top
-427083.48
Story3
B.2.3-10 (3) Min
Bottom
-1046356
Story3
B.2.3-10 (4) Max
Top
-427083.48
Story3
B.2.3-10 (4) Max
Bottom
-686499.4551
Story3
B.2.3-10 (4) Min
Top
-427083.48
Story3
B.2.3-10 (4) Min
Bottom
-1046356
Story3
B.2.3-10 (5) Max
Top
-427083.48
Story3
B.2.3-10 (5) Max
Bottom
-787878.4175
Story3
B.2.3-10 (5) Min
Top
-427083.48
Story3
B.2.3-10 (5) Min
Bottom
-944976.5425
Story3
B.2.3-10 (6) Max
Top
-427083.48
Story3
B.2.3-10 (6) Max
Bottom
-787878.4175
Story3
B.2.3-10 (6) Min
Top
-427083.48
Story3
B.2.3-10 (6) Min
Bottom
-944976.5425
Story3
B.2.3-10 (7) Max
Top
-427083.48
Story3
B.2.3-10 (7) Max
Bottom
-787878.4175
Story3
B.2.3-10 (7) Min
Top
-427083.48
Story3
B.2.3-10 (7) Min
Bottom
-944976.5425
Story3
B.2.3-10 (8) Max
Top
-427083.48
Story3
B.2.3-10 (8) Max
Bottom
-787878.4175
Story3
B.2.3-10 (8) Min
Top
-427083.48
Story3
B.2.3-10 (8) Min
Bottom
-944976.5425
Story3
ENVOLVENTE DE SERVICIO Max
Top
-427083.48
Story3
ENVOLVENTE DE SERVICIO Max
Bottom
-686499.4551
Story3
ENVOLVENTE DE SERVICIO Min
Top
-761089.65
Story3
ENVOLVENTE DE SERVICIO Min
Bottom
-1623974
Page 144 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
ENVOLVENTE MAYORADA Max
Top
-640625.22
ENVOLVENTE MAYORADA Max
Bottom
-1042601
Story3
ENVOLVENTE MAYORADA Min
Top
-996528.12
Story3
ENVOLVENTE MAYORADA Min
Bottom
-2039179
Story3
B.2.3-3 (2)
Top
-782211.3
Story3
B.2.3-3 (2)
Bottom
-1514451
Story3
B.2.3-4 (2)
Top
-801572.8125
Story3
B.2.3-4 (2)
Bottom
-1533813
Story3
B.2.3-7 (2)
Top
-801572.8125
Story3
B.2.3-7 (2)
Bottom
-1533813
Story3
B.2.3-8 (9) Max
Top
-801572.8125
Story3
B.2.3-8 (9) Max
Bottom
-1398867
Story3
B.2.3-8 (9) Min
Top
-801572.8125
Story3
B.2.3-8 (9) Min
Bottom
-1668759
Story3
B.2.3-8 (10) Max
Top
-801572.8125
Story3
B.2.3-8 (10) Max
Bottom
-1398867
Story3
B.2.3-8 (10) Min
Top
-801572.8125
Story3
B.2.3-8 (10) Min
Bottom
-1668759
Story3
B.2.3-8 (11) Max
Top
-801572.8125
Story3
B.2.3-8 (11) Max
Bottom
-1398867
Story3
B.2.3-8 (11) Min
Top
-801572.8125
Story3
B.2.3-8 (11) Min
Bottom
-1668759
Story3
B.2.3-8 (12) Max
Top
-801572.8125
Story3
B.2.3-8 (12) Max
Bottom
-1398867
Story3
B.2.3-8 (12) Min
Top
-801572.8125
Story3
B.2.3-8 (12) Min
Bottom
-1668759
Story3
B.2.3-8 (13) Max
Top
-801572.8125
Story3
B.2.3-8 (13) Max
Bottom
-1474901
Story3
B.2.3-8 (13) Min
Top
-801572.8125
Story3
B.2.3-8 (13) Min
Bottom
-1592725
Story3
B.2.3-8 (14) Max
Top
-801572.8125
Story3
B.2.3-8 (14) Max
Bottom
-1474901
Story3
B.2.3-8 (14) Min
Top
-801572.8125
Story3
B.2.3-8 (14) Min
Bottom
-1592725
Story3
B.2.3-8 (15) Max
Top
-801572.8125
Story3
B.2.3-8 (15) Max
Bottom
-1474901
Story3
B.2.3-8 (15) Min
Top
-801572.8125
Story3
B.2.3-8 (15) Min
Bottom
-1592725
Story3
B.2.3-8 (16) Max
Top
-801572.8125
Story3
B.2.3-8 (16) Max
Bottom
-1474901
Story3
B.2.3-8 (16) Min
Top
-801572.8125
Story3
B.2.3-8 (16) Min
Bottom
-1592725
Story3
B.2.4-2 (2)
Top
-968223.87
Story3
B.2.4-2 (2)
Bottom
-1846912
Story3
B.2.4-3 (2)
Top
-1016100
Story
Load Case/Combo
Story3 Story3
Page 145 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) MY kgf-cm
Story
Load Case/Combo
Location
Story3
B.2.4-3 (2)
Bottom
-1894788
Story3
B.2.4-4 (2)
Top
-938653.56
Story3
B.2.4-4 (2)
Bottom
-1817342
Story3
B.2.4-5 (1) DER Max
Top
-903450.81
Story3
B.2.4-5 (1) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (1) DER Min
Top
-903450.81
Story3
B.2.4-5 (1) DER Min
Bottom
-3221333
Story3
B.2.4-5 (2) DER Max
Top
-903450.81
Story3
B.2.4-5 (2) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (2) DER Min
Top
-903450.81
Story3
B.2.4-5 (2) DER Min
Bottom
-3221333
Story3
B.2.4-5 (3) DER Max
Top
-903450.81
Story3
B.2.4-5 (3) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (3) DER Min
Top
-903450.81
Story3
B.2.4-5 (3) DER Min
Bottom
-3221333
Story3
B.2.4-5 (4) DER Max
Top
-903450.81
Story3
B.2.4-5 (4) DER Max
Bottom
-342944.8815
Story3
B.2.4-5 (4) DER Min
Top
-903450.81
Story3
B.2.4-5 (4) DER Min
Bottom
-3221333
Story3
B.2.4-5 (5) DER Max
Top
-903450.81
Story3
B.2.4-5 (5) DER Max
Bottom
-1153847
Story3
B.2.4-5 (5) DER Min
Top
-903450.81
Story3
B.2.4-5 (5) DER Min
Bottom
-2410431
Story3
B.2.4-5 (6) DER Max
Top
-903450.81
Story3
B.2.4-5 (6) DER Max
Bottom
-1153847
Story3
B.2.4-5 (6) DER Min
Top
-903450.81
Story3
B.2.4-5 (6) DER Min
Bottom
-2410431
Story3
B.2.4-5 (7) DER Max
Top
-903450.81
Story3
B.2.4-5 (7) DER Max
Bottom
-1153847
Story3
B.2.4-5 (7) DER Min
Top
-903450.81
Story3
B.2.4-5 (7) DER Min
Bottom
-2410431
Story3
B.2.4-5 (8) DER Max
Top
-903450.81
Story3
B.2.4-5 (8) DER Max
Bottom
-1153847
Story3
B.2.4-5 (8) DER Min
Top
-903450.81
Story3
B.2.4-5 (8) DER Min
Bottom
-2410431
Story3
B.2.4-7 (1) DER Max
Top
-640625.22
Story3
B.2.4-7 (1) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (1) DER Min
Top
-640625.22
Story3
B.2.4-7 (1) DER Min
Bottom
-2738835
Story3
B.2.4-7 (2) DER Max
Top
-640625.22
Story3
B.2.4-7 (2) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (2) DER Min
Top
-640625.22
Story3
B.2.4-7 (2) DER Min
Bottom
-2738835
Story3
B.2.4-7 (3) DER Max
Top
-640625.22
Story3
B.2.4-7 (3) DER Max
Bottom
139552.7085
Page 146 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.4-7 (3) DER Min
Top
-640625.22
B.2.4-7 (3) DER Min
Bottom
-2738835
Story3
B.2.4-7 (4) DER Max
Top
-640625.22
Story3
B.2.4-7 (4) DER Max
Bottom
139552.7085
Story3
B.2.4-7 (4) DER Min
Top
-640625.22
Story3
B.2.4-7 (4) DER Min
Bottom
-2738835
Story3
B.2.4-7 (5) DER Max
Top
-640625.22
Story3
B.2.4-7 (5) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (5) DER Min
Top
-640625.22
Story3
B.2.4-7 (5) DER Min
Bottom
-1927933
Story3
B.2.4-7 (6) DER Max
Top
-640625.22
Story3
B.2.4-7 (6) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (6) DER Min
Top
-640625.22
Story3
B.2.4-7 (6) DER Min
Bottom
-1927933
Story3
B.2.4-7 (7) DER Max
Top
-640625.22
Story3
B.2.4-7 (7) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (7) DER Min
Top
-640625.22
Story3
B.2.4-7 (7) DER Min
Bottom
-1927933
Story3
B.2.4-7 (8) DER Max
Top
-640625.22
Story3
B.2.4-7 (8) DER Max
Bottom
-671349.2469
Story3
B.2.4-7 (8) DER Min
Top
-640625.22
Story3
B.2.4-7 (8) DER Min
Bottom
-1927933
Story2
DEAD
Top
-7604049
Story2
DEAD
Bottom
-9068529
Story2
LIVE
Top
-3601728
Story2
LIVE
Bottom
-3601728
Story2
SX Max
Top
1374402.5677
Story2
SX Max
Bottom
12055305
Story2
SY Max
Top
215971.2027
Story2
SY Max
Bottom
1643023.1629
Story2
Lr
Top
0
Story2
Lr
Bottom
0
Story2
EMPUJE
Top
0
Story2
EMPUJE
Bottom
0
Story2
GRANIZO
Top
-70405.5
Story2
GRANIZO
Bottom
-70405.5
Story2
Sx Estatico
Top
-1397626
Story2
Sx Estatico
Bottom
-11870708
Story2
Sy Estatico
Top
0
Story2
Sy Estatico
Bottom
0
Story2
B.2.4-1
Top
-10645668
Story2
B.2.4-1
Bottom
-12695940
Story2
B.2.4-2 (1)
Top
-14887623
Story2
B.2.4-2 (1)
Bottom
-16644999
Story2
B.2.4-3 (1)
Top
-12726586
Story
Load Case/Combo
Story3 Story3
Page 147 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.4-3 (1)
Bottom
-14483962
Story2
B.2.4-5 (1) Max
Top
-12469546
Story2
B.2.4-5 (1) Max
Bottom
-12242852
Story2
B.2.4-5 (1) Min
Top
-12983626
Story2
B.2.4-5 (1) Min
Bottom
-16725073
Story2
B.2.4-6
Top
-6843644
Story2
B.2.4-6
Bottom
-8161676
Story2
B.2.4-7 (1) Max
Top
-6586604
Story2
B.2.4-7 (1) Max
Bottom
-5920565
Story2
B.2.4-7 (1) Min
Top
-7100684
Story2
B.2.4-7 (1) Min
Bottom
-10402787
Story2
B.2.3-1
Top
-7604049
Story2
B.2.3-1
Bottom
-9068529
Story2
B.2.3-2
Top
-11205777
Story2
B.2.3-2
Bottom
-12670257
Story2
B.2.3-3 (1)
Top
-7604049
Story2
B.2.3-3 (1)
Bottom
-9068529
Story2
ExDIS Max
Top
245468.2986
Story2
ExDIS Max
Bottom
2153077.4809
Story2
ExDIS Min
Top
-245468.2986
Story2
ExDIS Min
Bottom
-2153077
Story2
EyDIS Max
Top
38572.4568
Story2
EyDIS Max
Bottom
293443.9369
Story2
EyDIS Min
Top
-38572.4568
Story2
EyDIS Min
Bottom
-293443.9369
Story2
B.2.4-4 (1)
Top
-12726586
Story2
B.2.4-4 (1)
Bottom
-14483962
Story2
B.2.4-5 (2) Max
Top
-12469546
Story2
B.2.4-5 (2) Max
Bottom
-12242852
Story2
B.2.4-5 (2) Min
Top
-12983626
Story2
B.2.4-5 (2) Min
Bottom
-16725073
Story2
B.2.4-5 (3) Max
Top
-12469546
Story2
B.2.4-5 (3) Max
Bottom
-12242852
Story2
B.2.4-5 (3) Min
Top
-12983626
Story2
B.2.4-5 (3) Min
Bottom
-16725073
Story2
B.2.4-5 (4) Max
Top
-12469546
Story2
B.2.4-5 (4) Max
Bottom
-12242852
Story2
B.2.4-5 (4) Min
Top
-12983626
Story2
B.2.4-5 (4) Min
Bottom
-16725073
Story2
B.2.4-5 (5) Max
Top
-12614373
Story2
B.2.4-5 (5) Max
Bottom
-13544595
Story2
B.2.4-5 (5) Min
Top
-12838799
Story2
B.2.4-5 (5) Min
Bottom
-15423330
Story2
B.2.4-5 (6) Max
Top
-12614373
Story2
B.2.4-5 (6) Max
Bottom
-13544595
Story
Page 148 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.4-5 (6) Min
Top
-12838799
Story2
B.2.4-5 (6) Min
Bottom
-15423330
Story2
B.2.4-5 (7) Max
Top
-12614373
Story2
B.2.4-5 (7) Max
Bottom
-13544595
Story2
B.2.4-5 (7) Min
Top
-12838799
Story2
B.2.4-5 (7) Min
Bottom
-15423330
Story2
B.2.4-5 (8) Max
Top
-12614373
Story2
B.2.4-5 (8) Max
Bottom
-13544595
Story2
B.2.4-5 (8) Min
Top
-12838799
Story2
B.2.4-5 (8) Min
Bottom
-15423330
Story2
B.2.4-7 (2) Max
Top
-6586604
Story2
B.2.4-7 (2) Max
Bottom
-5920565
Story2
B.2.4-7 (2) Min
Top
-7100684
Story2
B.2.4-7 (2) Min
Bottom
-10402787
Story2
B.2.4-7 (3) Max
Top
-6586604
Story2
B.2.4-7 (3) Max
Bottom
-5920565
Story2
B.2.4-7 (3) Min
Top
-7100684
Story2
B.2.4-7 (3) Min
Bottom
-10402787
Story2
B.2.4-7 (4) Max
Top
-6586604
Story2
B.2.4-7 (4) Max
Bottom
-5920565
Story2
B.2.4-7 (4) Min
Top
-7100684
Story2
B.2.4-7 (4) Min
Bottom
-10402787
Story2
B.2.4-7 (5) Max
Top
-6731431
Story2
B.2.4-7 (5) Max
Bottom
-7222309
Story2
B.2.4-7 (5) Min
Top
-6955857
Story2
B.2.4-7 (5) Min
Bottom
-9101043
Story2
B.2.4-7 (6) Max
Top
-6731431
Story2
B.2.4-7 (6) Max
Bottom
-7222309
Story2
B.2.4-7 (6) Min
Top
-6955857
Story2
B.2.4-7 (6) Min
Bottom
-9101043
Story2
B.2.4-7 (7) Max
Top
-6731431
Story2
B.2.4-7 (7) Max
Bottom
-7222309
Story2
B.2.4-7 (7) Min
Top
-6955857
Story2
B.2.4-7 (7) Min
Bottom
-9101043
Story2
B.2.4-7 (8) Max
Top
-6731431
Story2
B.2.4-7 (8) Max
Bottom
-7222309
Story2
B.2.4-7 (8) Min
Top
-6955857
Story2
B.2.4-7 (8) Min
Bottom
-9101043
Story2
B.2.3-4 (1)
Top
-10305345
Story2
B.2.3-4 (1)
Bottom
-11769825
Story2
B.2.3-5
Top
-7604049
Story2
B.2.3-5
Bottom
-9068529
Story2
B.2.3-6 (1) Max
Top
-7424121
Story2
B.2.3-6 (1) Max
Bottom
-7499751
Story2
B.2.3-6 (1) Min
Top
-7783977
Page 149 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.3-6 (1) Min
Bottom
-10637306
Story2
B.2.3-6 (2) Max
Top
-7424121
Story2
B.2.3-6 (2) Max
Bottom
-7499751
Story2
B.2.3-6 (2) Min
Top
-7783977
Story2
B.2.3-6 (2) Min
Bottom
-10637306
Story2
B.2.3-6 (3) Max
Top
-7424121
Story2
B.2.3-6 (3) Max
Bottom
-7499751
Story2
B.2.3-6 (3) Min
Top
-7783977
Story2
B.2.3-6 (3) Min
Bottom
-10637306
Story2
B.2.3-6 (4) Max
Top
-7424121
Story2
B.2.3-6 (4) Max
Bottom
-7499751
Story2
B.2.3-6 (4) Min
Top
-7783977
Story2
B.2.3-6 (4) Min
Bottom
-10637306
Story2
B.2.3-6 (5) Max
Top
-7525500
Story2
B.2.3-6 (5) Max
Bottom
-8410972
Story2
B.2.3-6 (5) Min
Top
-7682598
Story2
B.2.3-6 (5) Min
Bottom
-9726086
Story2
B.2.3-6 (6) Max
Top
-7525500
Story2
B.2.3-6 (6) Max
Bottom
-8410972
Story2
B.2.3-6 (6) Min
Top
-7682598
Story2
B.2.3-6 (6) Min
Bottom
-9726086
Story2
B.2.3-6 (7) Max
Top
-7525500
Story2
B.2.3-6 (7) Max
Bottom
-8410972
Story2
B.2.3-6 (7) Min
Top
-7682598
Story2
B.2.3-6 (7) Min
Bottom
-9726086
Story2
B.2.3-6 (8) Max
Top
-7525500
Story2
B.2.3-6 (8) Max
Bottom
-8410972
Story2
B.2.3-6 (8) Min
Top
-7682598
Story2
B.2.3-6 (8) Min
Bottom
-9726086
Story2
B.2.3-7 (1)
Top
-10305345
Story2
B.2.3-7 (1)
Bottom
-11769825
Story2
B.2.3-8 (1) Max
Top
-10170399
Story2
B.2.3-8 (1) Max
Bottom
-10593242
Story2
B.2.3-8 (1) Min
Top
-10440291
Story2
B.2.3-8 (1) Min
Bottom
-12946408
Story2
B.2.3-8 (2) Max
Top
-10170399
Story2
B.2.3-8 (2) Max
Bottom
-10593242
Story2
B.2.3-8 (2) Min
Top
-10440291
Story2
B.2.3-8 (2) Min
Bottom
-12946408
Story2
B.2.3-8 (3) Max
Top
-10170399
Story2
B.2.3-8 (3) Max
Bottom
-10593242
Story2
B.2.3-8 (3) Min
Top
-10440291
Story2
B.2.3-8 (3) Min
Bottom
-12946408
Story2
B.2.3-8 (4) Max
Top
-10170399
Story2
B.2.3-8 (4) Max
Bottom
-10593242
Story
Page 150 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.3-8 (4) Min
Top
-10440291
Story2
B.2.3-8 (4) Min
Bottom
-12946408
Story2
B.2.3-8 (5) Max
Top
-10246433
Story2
B.2.3-8 (5) Max
Bottom
-11276657
Story2
B.2.3-8 (5) Min
Top
-10364256
Story2
B.2.3-8 (5) Min
Bottom
-12262992
Story2
B.2.3-8 (6) Max
Top
-10246433
Story2
B.2.3-8 (6) Max
Bottom
-11276657
Story2
B.2.3-8 (6) Min
Top
-10364256
Story2
B.2.3-8 (6) Min
Bottom
-12262992
Story2
B.2.3-8 (7) Max
Top
-10246433
Story2
B.2.3-8 (7) Max
Bottom
-11276657
Story2
B.2.3-8 (7) Min
Top
-10364256
Story2
B.2.3-8 (7) Min
Bottom
-12262992
Story2
B.2.3-8 (8) Max
Top
-10246433
Story2
B.2.3-8 (8) Max
Bottom
-11276657
Story2
B.2.3-8 (8) Min
Top
-10364256
Story2
B.2.3-8 (8) Min
Bottom
-12262992
Story2
B.2.3-9
Top
-4562429
Story2
B.2.3-9
Bottom
-5441117
Story2
B.2.3-10 (1) Max
Top
-4382501
Story2
B.2.3-10 (1) Max
Bottom
-3872340
Story2
B.2.3-10 (1) Min
Top
-4742357
Story2
B.2.3-10 (1) Min
Bottom
-7009895
Story2
B.2.3-10 (2) Max
Top
-4382501
Story2
B.2.3-10 (2) Max
Bottom
-3872340
Story2
B.2.3-10 (2) Min
Top
-4742357
Story2
B.2.3-10 (2) Min
Bottom
-7009895
Story2
B.2.3-10 (3) Max
Top
-4382501
Story2
B.2.3-10 (3) Max
Bottom
-3872340
Story2
B.2.3-10 (3) Min
Top
-4742357
Story2
B.2.3-10 (3) Min
Bottom
-7009895
Story2
B.2.3-10 (4) Max
Top
-4382501
Story2
B.2.3-10 (4) Max
Bottom
-3872340
Story2
B.2.3-10 (4) Min
Top
-4742357
Story2
B.2.3-10 (4) Min
Bottom
-7009895
Story2
B.2.3-10 (5) Max
Top
-4483880
Story2
B.2.3-10 (5) Max
Bottom
-4783560
Story2
B.2.3-10 (5) Min
Top
-4640978
Story2
B.2.3-10 (5) Min
Bottom
-6098674
Story2
B.2.3-10 (6) Max
Top
-4483880
Story2
B.2.3-10 (6) Max
Bottom
-4783560
Story2
B.2.3-10 (6) Min
Top
-4640978
Story2
B.2.3-10 (6) Min
Bottom
-6098674
Story2
B.2.3-10 (7) Max
Top
-4483880
Page 151 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Story
Load Case/Combo
Location
MY kgf-cm
Story2
B.2.3-10 (7) Max
Bottom
-4783560
Story2
B.2.3-10 (7) Min
Top
-4640978
Story2
B.2.3-10 (7) Min
Bottom
-6098674
Story2
B.2.3-10 (8) Max
Top
-4483880
Story2
B.2.3-10 (8) Max
Bottom
-4783560
Story2
B.2.3-10 (8) Min
Top
-4640978
Story2
B.2.3-10 (8) Min
Bottom
-6098674
Story2
ENVOLVENTE DE SERVICIO Max
Top
-4382501
Story2
ENVOLVENTE DE SERVICIO Max
Bottom
-3872340
Story2
ENVOLVENTE DE SERVICIO Min
Top
-11205777
Story2
ENVOLVENTE DE SERVICIO Min
Bottom
-12946408
Story2
ENVOLVENTE MAYORADA Max
Top
-6586604
Story2
ENVOLVENTE MAYORADA Max
Bottom
-5920565
Story2
ENVOLVENTE MAYORADA Min
Top
-14887623
Story2
ENVOLVENTE MAYORADA Min
Bottom
-16725073
Story2
B.2.3-3 (2)
Top
-7674454
Story2
B.2.3-3 (2)
Bottom
-9138934
Story2
B.2.3-4 (2)
Top
-10358149
Story2
B.2.3-4 (2)
Bottom
-11822629
Story2
B.2.3-7 (2)
Top
-10358149
Story2
B.2.3-7 (2)
Bottom
-11822629
Story2
B.2.3-8 (9) Max
Top
-10223203
Story2
B.2.3-8 (9) Max
Bottom
-10646046
Story2
B.2.3-8 (9) Min
Top
-10493095
Story2
B.2.3-8 (9) Min
Bottom
-12999212
Story2
B.2.3-8 (10) Max
Top
-10223203
Story2
B.2.3-8 (10) Max
Bottom
-10646046
Story2
B.2.3-8 (10) Min
Top
-10493095
Story2
B.2.3-8 (10) Min
Bottom
-12999212
Story2
B.2.3-8 (11) Max
Top
-10223203
Story2
B.2.3-8 (11) Max
Bottom
-10646046
Story2
B.2.3-8 (11) Min
Top
-10493095
Story2
B.2.3-8 (11) Min
Bottom
-12999212
Story2
B.2.3-8 (12) Max
Top
-10223203
Story2
B.2.3-8 (12) Max
Bottom
-10646046
Story2
B.2.3-8 (12) Min
Top
-10493095
Story2
B.2.3-8 (12) Min
Bottom
-12999212
Story2
B.2.3-8 (13) Max
Top
-10299237
Story2
B.2.3-8 (13) Max
Bottom
-11329461
Story2
B.2.3-8 (13) Min
Top
-10417061
Story2
B.2.3-8 (13) Min
Bottom
-12315797
Story2
B.2.3-8 (14) Max
Top
-10299237
Story2
B.2.3-8 (14) Max
Bottom
-11329461
Story2
B.2.3-8 (14) Min
Top
-10417061
Story2
B.2.3-8 (14) Min
Bottom
-12315797
Page 152 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story2
B.2.3-8 (15) Max
Top
-10299237
Story2
B.2.3-8 (15) Max
Bottom
-11329461
Story2
B.2.3-8 (15) Min
Top
-10417061
Story2
B.2.3-8 (15) Min
Bottom
-12315797
Story2
B.2.3-8 (16) Max
Top
-10299237
Story2
B.2.3-8 (16) Max
Bottom
-11329461
Story2
B.2.3-8 (16) Min
Top
-10417061
Story2
B.2.3-8 (16) Min
Bottom
-12315797
Story2
B.2.4-2 (2)
Top
-14922826
Story2
B.2.4-2 (2)
Bottom
-16680202
Story2
B.2.4-3 (2)
Top
-12839235
Story2
B.2.4-3 (2)
Bottom
-14596611
Story2
B.2.4-4 (2)
Top
-12761789
Story2
B.2.4-4 (2)
Bottom
-14519165
Story2
B.2.4-5 (1) DER Max
Top
-11287392
Story2
B.2.4-5 (1) DER Max
Bottom
-1935750
Story2
B.2.4-5 (1) DER Min
Top
-14165780
Story2
B.2.4-5 (1) DER Min
Bottom
-27032174
Story2
B.2.4-5 (2) DER Max
Top
-11287392
Story2
B.2.4-5 (2) DER Max
Bottom
-1935750
Story2
B.2.4-5 (2) DER Min
Top
-14165780
Story2
B.2.4-5 (2) DER Min
Bottom
-27032174
Story2
B.2.4-5 (3) DER Max
Top
-11287392
Story2
B.2.4-5 (3) DER Max
Bottom
-1935750
Story2
B.2.4-5 (3) DER Min
Top
-14165780
Story2
B.2.4-5 (3) DER Min
Bottom
-27032174
Story2
B.2.4-5 (4) DER Max
Top
-11287392
Story2
B.2.4-5 (4) DER Max
Bottom
-1935750
Story2
B.2.4-5 (4) DER Min
Top
-14165780
Story2
B.2.4-5 (4) DER Min
Bottom
-27032174
Story2
B.2.4-5 (5) DER Max
Top
-12098294
Story2
B.2.4-5 (5) DER Max
Bottom
-9224348
Story2
B.2.4-5 (5) DER Min
Top
-13354878
Story2
B.2.4-5 (5) DER Min
Bottom
-19743577
Story2
B.2.4-5 (6) DER Max
Top
-12098294
Story2
B.2.4-5 (6) DER Max
Bottom
-9224348
Story2
B.2.4-5 (6) DER Min
Top
-13354878
Story2
B.2.4-5 (6) DER Min
Bottom
-19743577
Story2
B.2.4-5 (7) DER Max
Top
-12098294
Story2
B.2.4-5 (7) DER Max
Bottom
-9224348
Story2
B.2.4-5 (7) DER Min
Top
-13354878
Story2
B.2.4-5 (7) DER Min
Bottom
-19743577
Story2
B.2.4-5 (8) DER Max
Top
-12098294
Story2
B.2.4-5 (8) DER Max
Bottom
-9224348
Story2
B.2.4-5 (8) DER Min
Top
-13354878
Page 153 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story2
B.2.4-5 (8) DER Min
Bottom
-19743577
Story2
B.2.4-7 (1) DER Max
Top
-5404450
Story2
B.2.4-7 (1) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (1) DER Min
Top
-8282838
Story2
B.2.4-7 (1) DER Min
Bottom
-20709888
Story2
B.2.4-7 (2) DER Max
Top
-5404450
Story2
B.2.4-7 (2) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (2) DER Min
Top
-8282838
Story2
B.2.4-7 (2) DER Min
Bottom
-20709888
Story2
B.2.4-7 (3) DER Max
Top
-5404450
Story2
B.2.4-7 (3) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (3) DER Min
Top
-8282838
Story2
B.2.4-7 (3) DER Min
Bottom
-20709888
Story2
B.2.4-7 (4) DER Max
Top
-5404450
Story2
B.2.4-7 (4) DER Max
Bottom
4386536.0958
Story2
B.2.4-7 (4) DER Min
Top
-8282838
Story2
B.2.4-7 (4) DER Min
Bottom
-20709888
Story2
B.2.4-7 (5) DER Max
Top
-6215352
Story2
B.2.4-7 (5) DER Max
Bottom
-2902061
Story2
B.2.4-7 (5) DER Min
Top
-7471936
Story2
B.2.4-7 (5) DER Min
Bottom
-13421291
Story2
B.2.4-7 (6) DER Max
Top
-6215352
Story2
B.2.4-7 (6) DER Max
Bottom
-2902061
Story2
B.2.4-7 (6) DER Min
Top
-7471936
Story2
B.2.4-7 (6) DER Min
Bottom
-13421291
Story2
B.2.4-7 (7) DER Max
Top
-6215352
Story2
B.2.4-7 (7) DER Max
Bottom
-2902061
Story2
B.2.4-7 (7) DER Min
Top
-7471936
Story2
B.2.4-7 (7) DER Min
Bottom
-13421291
Story2
B.2.4-7 (8) DER Max
Top
-6215352
Story2
B.2.4-7 (8) DER Max
Bottom
-2902061
Story2
B.2.4-7 (8) DER Min
Top
-7471936
Story2
B.2.4-7 (8) DER Min
Bottom
-13421291
Story1
DEAD
Top
-15228532
Story1
DEAD
Bottom
-16693012
Story1
LIVE
Top
-5128016
Story1
LIVE
Bottom
-5128016
Story1
SX Max
Top
12055305
Story1
SX Max
Bottom
27843274
Story1
SY Max
Top
1643023.1629
Story1
SY Max
Bottom
3765969.1454
Story1
Lr
Top
0
Story1
Lr
Bottom
0
Story1
EMPUJE
Top
0
Story1
EMPUJE
Bottom
0
Story
Page 154 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
GRANIZO
Top
-70405.5
GRANIZO
Bottom
-70405.5
Story1
Sx Estatico
Top
-11870708
Story1
Sx Estatico
Bottom
-27196259
Story1
Sy Estatico
Top
0
Story1
Sy Estatico
Bottom
0
Story1
B.2.4-1
Top
-21319944
Story1
B.2.4-1
Bottom
-23370216
Story1
B.2.4-2 (1)
Top
-26479063
Story1
B.2.4-2 (1)
Bottom
-28236439
Story1
B.2.4-3 (1)
Top
-23402254
Story1
B.2.4-3 (1)
Bottom
-25159630
Story1
B.2.4-5 (1) Max
Top
-21161143
Story1
B.2.4-5 (1) Max
Bottom
-19985040
Story1
B.2.4-5 (1) Min
Top
-25643364
Story1
B.2.4-5 (1) Min
Bottom
-30334219
Story1
B.2.4-6
Top
-13705679
Story1
B.2.4-6
Bottom
-15023711
Story1
B.2.4-7 (1) Max
Top
-11464568
Story1
B.2.4-7 (1) Max
Bottom
-9849121
Story1
B.2.4-7 (1) Min
Top
-15946789
Story1
B.2.4-7 (1) Min
Bottom
-20198300
Story1
B.2.3-1
Top
-15228532
Story1
B.2.3-1
Bottom
-16693012
Story1
B.2.3-2
Top
-20356547
Story1
B.2.3-2
Bottom
-21821027
Story1
B.2.3-3 (1)
Top
-15228532
Story1
B.2.3-3 (1)
Bottom
-16693012
Story1
ExDIS Max
Top
2153077.4809
Story1
ExDIS Max
Bottom
4972808.7313
Story1
ExDIS Min
Top
-2153077
Story1
ExDIS Min
Bottom
-4972809
Story1
EyDIS Max
Top
293443.9369
Story1
EyDIS Max
Bottom
672602.0894
Story1
EyDIS Min
Top
-293443.9369
Story1
EyDIS Min
Bottom
-672602.0894
Story1
B.2.4-4 (1)
Top
-23402254
Story1
B.2.4-4 (1)
Bottom
-25159630
Story1
B.2.4-5 (2) Max
Top
-21161143
Story1
B.2.4-5 (2) Max
Bottom
-19985040
Story1
B.2.4-5 (2) Min
Top
-25643364
Story1
B.2.4-5 (2) Min
Bottom
-30334219
Story1
B.2.4-5 (3) Max
Top
-21161143
Story1
B.2.4-5 (3) Max
Bottom
-19985040
Story1
B.2.4-5 (3) Min
Top
-25643364
Story
Load Case/Combo
Story1 Story1
Page 155 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story1
B.2.4-5 (3) Min
Bottom
-30334219
Story1
B.2.4-5 (4) Max
Top
-21161143
Story1
B.2.4-5 (4) Max
Bottom
-19985040
Story1
B.2.4-5 (4) Min
Top
-25643364
Story1
B.2.4-5 (4) Min
Bottom
-30334219
Story1
B.2.4-5 (5) Max
Top
-22462887
Story1
B.2.4-5 (5) Max
Bottom
-22995185
Story1
B.2.4-5 (5) Min
Top
-24341621
Story1
B.2.4-5 (5) Min
Bottom
-27324074
Story1
B.2.4-5 (6) Max
Top
-22462887
Story1
B.2.4-5 (6) Max
Bottom
-22995185
Story1
B.2.4-5 (6) Min
Top
-24341621
Story1
B.2.4-5 (6) Min
Bottom
-27324074
Story1
B.2.4-5 (7) Max
Top
-22462887
Story1
B.2.4-5 (7) Max
Bottom
-22995185
Story1
B.2.4-5 (7) Min
Top
-24341621
Story1
B.2.4-5 (7) Min
Bottom
-27324074
Story1
B.2.4-5 (8) Max
Top
-22462887
Story1
B.2.4-5 (8) Max
Bottom
-22995185
Story1
B.2.4-5 (8) Min
Top
-24341621
Story1
B.2.4-5 (8) Min
Bottom
-27324074
Story1
B.2.4-7 (2) Max
Top
-11464568
Story1
B.2.4-7 (2) Max
Bottom
-9849121
Story1
B.2.4-7 (2) Min
Top
-15946789
Story1
B.2.4-7 (2) Min
Bottom
-20198300
Story1
B.2.4-7 (3) Max
Top
-11464568
Story1
B.2.4-7 (3) Max
Bottom
-9849121
Story1
B.2.4-7 (3) Min
Top
-15946789
Story1
B.2.4-7 (3) Min
Bottom
-20198300
Story1
B.2.4-7 (4) Max
Top
-11464568
Story1
B.2.4-7 (4) Max
Bottom
-9849121
Story1
B.2.4-7 (4) Min
Top
-15946789
Story1
B.2.4-7 (4) Min
Bottom
-20198300
Story1
B.2.4-7 (5) Max
Top
-12766311
Story1
B.2.4-7 (5) Max
Bottom
-12859266
Story1
B.2.4-7 (5) Min
Top
-14645046
Story1
B.2.4-7 (5) Min
Bottom
-17188155
Story1
B.2.4-7 (6) Max
Top
-12766311
Story1
B.2.4-7 (6) Max
Bottom
-12859266
Story1
B.2.4-7 (6) Min
Top
-14645046
Story1
B.2.4-7 (6) Min
Bottom
-17188155
Story1
B.2.4-7 (7) Max
Top
-12766311
Story1
B.2.4-7 (7) Max
Bottom
-12859266
Story1
B.2.4-7 (7) Min
Top
-14645046
Story1
B.2.4-7 (7) Min
Bottom
-17188155
Story
Page 156 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story1
B.2.4-7 (8) Max
Top
-12766311
Story1
B.2.4-7 (8) Max
Bottom
-12859266
Story1
B.2.4-7 (8) Min
Top
-14645046
Story1
B.2.4-7 (8) Min
Bottom
-17188155
Story1
B.2.3-4 (1)
Top
-19074544
Story1
B.2.3-4 (1)
Bottom
-20539024
Story1
B.2.3-5
Top
-15228532
Story1
B.2.3-5
Bottom
-16693012
Story1
B.2.3-6 (1) Max
Top
-13659754
Story1
B.2.3-6 (1) Max
Bottom
-13070799
Story1
B.2.3-6 (1) Min
Top
-16797309
Story1
B.2.3-6 (1) Min
Bottom
-20315224
Story1
B.2.3-6 (2) Max
Top
-13659754
Story1
B.2.3-6 (2) Max
Bottom
-13070799
Story1
B.2.3-6 (2) Min
Top
-16797309
Story1
B.2.3-6 (2) Min
Bottom
-20315224
Story1
B.2.3-6 (3) Max
Top
-13659754
Story1
B.2.3-6 (3) Max
Bottom
-13070799
Story1
B.2.3-6 (3) Min
Top
-16797309
Story1
B.2.3-6 (3) Min
Bottom
-20315224
Story1
B.2.3-6 (4) Max
Top
-13659754
Story1
B.2.3-6 (4) Max
Bottom
-13070799
Story1
B.2.3-6 (4) Min
Top
-16797309
Story1
B.2.3-6 (4) Min
Bottom
-20315224
Story1
B.2.3-6 (5) Max
Top
-14570975
Story1
B.2.3-6 (5) Max
Bottom
-15177900
Story1
B.2.3-6 (5) Min
Top
-15886089
Story1
B.2.3-6 (5) Min
Bottom
-18208123
Story1
B.2.3-6 (6) Max
Top
-14570975
Story1
B.2.3-6 (6) Max
Bottom
-15177900
Story1
B.2.3-6 (6) Min
Top
-15886089
Story1
B.2.3-6 (6) Min
Bottom
-18208123
Story1
B.2.3-6 (7) Max
Top
-14570975
Story1
B.2.3-6 (7) Max
Bottom
-15177900
Story1
B.2.3-6 (7) Min
Top
-15886089
Story1
B.2.3-6 (7) Min
Bottom
-18208123
Story1
B.2.3-6 (8) Max
Top
-14570975
Story1
B.2.3-6 (8) Max
Bottom
-15177900
Story1
B.2.3-6 (8) Min
Top
-15886089
Story1
B.2.3-6 (8) Min
Bottom
-18208123
Story1
B.2.3-7 (1)
Top
-19074544
Story1
B.2.3-7 (1)
Bottom
-20539024
Story1
B.2.3-8 (1) Max
Top
-17897960
Story1
B.2.3-8 (1) Max
Bottom
-17822364
Story1
B.2.3-8 (1) Min
Top
-20251127
Page 157 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Location
MY kgf-cm
Story1
B.2.3-8 (1) Min
Bottom
-23255683
Story1
B.2.3-8 (2) Max
Top
-17897960
Story1
B.2.3-8 (2) Max
Bottom
-17822364
Story1
B.2.3-8 (2) Min
Top
-20251127
Story1
B.2.3-8 (2) Min
Bottom
-23255683
Story1
B.2.3-8 (3) Max
Top
-17897960
Story1
B.2.3-8 (3) Max
Bottom
-17822364
Story1
B.2.3-8 (3) Min
Top
-20251127
Story1
B.2.3-8 (3) Min
Bottom
-23255683
Story1
B.2.3-8 (4) Max
Top
-17897960
Story1
B.2.3-8 (4) Max
Bottom
-17822364
Story1
B.2.3-8 (4) Min
Top
-20251127
Story1
B.2.3-8 (4) Min
Bottom
-23255683
Story1
B.2.3-8 (5) Max
Top
-18581376
Story1
B.2.3-8 (5) Max
Bottom
-19402690
Story1
B.2.3-8 (5) Min
Top
-19567711
Story1
B.2.3-8 (5) Min
Bottom
-21675357
Story1
B.2.3-8 (6) Max
Top
-18581376
Story1
B.2.3-8 (6) Max
Bottom
-19402690
Story1
B.2.3-8 (6) Min
Top
-19567711
Story1
B.2.3-8 (6) Min
Bottom
-21675357
Story1
B.2.3-8 (7) Max
Top
-18581376
Story1
B.2.3-8 (7) Max
Bottom
-19402690
Story1
B.2.3-8 (7) Min
Top
-19567711
Story1
B.2.3-8 (7) Min
Bottom
-21675357
Story1
B.2.3-8 (8) Max
Top
-18581376
Story1
B.2.3-8 (8) Max
Bottom
-19402690
Story1
B.2.3-8 (8) Min
Top
-19567711
Story1
B.2.3-8 (8) Min
Bottom
-21675357
Story1
B.2.3-9
Top
-9137119
Story1
B.2.3-9
Bottom
-10015807
Story1
B.2.3-10 (1) Max
Top
-7568342
Story1
B.2.3-10 (1) Max
Bottom
-6393594
Story1
B.2.3-10 (1) Min
Top
-10705897
Story1
B.2.3-10 (1) Min
Bottom
-13638020
Story1
B.2.3-10 (2) Max
Top
-7568342
Story1
B.2.3-10 (2) Max
Bottom
-6393594
Story1
B.2.3-10 (2) Min
Top
-10705897
Story1
B.2.3-10 (2) Min
Bottom
-13638020
Story1
B.2.3-10 (3) Max
Top
-7568342
Story1
B.2.3-10 (3) Max
Bottom
-6393594
Story1
B.2.3-10 (3) Min
Top
-10705897
Story1
B.2.3-10 (3) Min
Bottom
-13638020
Story1
B.2.3-10 (4) Max
Top
-7568342
Story1
B.2.3-10 (4) Max
Bottom
-6393594
Story
Page 158 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Load Case/Combo
Story1
B.2.3-10 (4) Min
Top
-10705897
Story1
B.2.3-10 (4) Min
Bottom
-13638020
Story1
B.2.3-10 (5) Max
Top
-8479562
Story1
B.2.3-10 (5) Max
Bottom
-8500696
Story1
B.2.3-10 (5) Min
Top
-9794676
Story1
B.2.3-10 (5) Min
Bottom
-11530918
Story1
B.2.3-10 (6) Max
Top
-8479562
Story1
B.2.3-10 (6) Max
Bottom
-8500696
Story1
B.2.3-10 (6) Min
Top
-9794676
Story1
B.2.3-10 (6) Min
Bottom
-11530918
Story1
B.2.3-10 (7) Max
Top
-8479562
Story1
B.2.3-10 (7) Max
Bottom
-8500696
Story1
B.2.3-10 (7) Min
Top
-9794676
Story1
B.2.3-10 (7) Min
Bottom
-11530918
Story1
B.2.3-10 (8) Max
Top
-8479562
Story1
B.2.3-10 (8) Max
Bottom
-8500696
Story1
B.2.3-10 (8) Min
Top
-9794676
Story1
B.2.3-10 (8) Min
Bottom
-11530918
Story1
ENVOLVENTE DE SERVICIO Max
Top
-7568342
Story1
ENVOLVENTE DE SERVICIO Max
Bottom
-6393594
Story1
ENVOLVENTE DE SERVICIO Min
Top
-20356547
Story1
ENVOLVENTE DE SERVICIO Min
Bottom
-23255683
Story1
ENVOLVENTE MAYORADA Max
Top
-11464568
Story1
ENVOLVENTE MAYORADA Max
Bottom
-9849121
Story1
ENVOLVENTE MAYORADA Min
Top
-26479063
Story1
ENVOLVENTE MAYORADA Min
Bottom
-30334219
Story1
B.2.3-3 (2)
Top
-15298937
Story1
B.2.3-3 (2)
Bottom
-16763417
Story1
B.2.3-4 (2)
Top
-19127348
Story1
B.2.3-4 (2)
Bottom
-20591828
Story1
B.2.3-7 (2)
Top
-19127348
Story1
B.2.3-7 (2)
Bottom
-20591828
Story1
B.2.3-8 (9) Max
Top
-17950765
Story1
B.2.3-8 (9) Max
Bottom
-17875168
Story1
B.2.3-8 (9) Min
Top
-20303931
Story1
B.2.3-8 (9) Min
Bottom
-23308487
Story1
B.2.3-8 (10) Max
Top
-17950765
Story1
B.2.3-8 (10) Max
Bottom
-17875168
Story1
B.2.3-8 (10) Min
Top
-20303931
Story1
B.2.3-8 (10) Min
Bottom
-23308487
Story1
B.2.3-8 (11) Max
Top
-17950765
Story1
B.2.3-8 (11) Max
Bottom
-17875168
Story1
B.2.3-8 (11) Min
Top
-20303931
Story1
B.2.3-8 (11) Min
Bottom
-23308487
Story1
B.2.3-8 (12) Max
Top
-17950765
Page 159 of 290
Location
MY kgf-cm
Story
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Story
Load Case/Combo
Location
MY kgf-cm
Story1
B.2.3-8 (12) Max
Bottom
-17875168
Story1
B.2.3-8 (12) Min
Top
-20303931
Story1
B.2.3-8 (12) Min
Bottom
-23308487
Story1
B.2.3-8 (13) Max
Top
-18634180
Story1
B.2.3-8 (13) Max
Bottom
-19455494
Story1
B.2.3-8 (13) Min
Top
-19620515
Story1
B.2.3-8 (13) Min
Bottom
-21728161
Story1
B.2.3-8 (14) Max
Top
-18634180
Story1
B.2.3-8 (14) Max
Bottom
-19455494
Story1
B.2.3-8 (14) Min
Top
-19620515
Story1
B.2.3-8 (14) Min
Bottom
-21728161
Story1
B.2.3-8 (15) Max
Top
-18634180
Story1
B.2.3-8 (15) Max
Bottom
-19455494
Story1
B.2.3-8 (15) Min
Top
-19620515
Story1
B.2.3-8 (15) Min
Bottom
-21728161
Story1
B.2.3-8 (16) Max
Top
-18634180
Story1
B.2.3-8 (16) Max
Bottom
-19455494
Story1
B.2.3-8 (16) Min
Top
-19620515
Story1
B.2.3-8 (16) Min
Bottom
-21728161
Story1
B.2.4-2 (2)
Top
-26514266
Story1
B.2.4-2 (2)
Bottom
-28271642
Story1
B.2.4-3 (2)
Top
-23514903
Story1
B.2.4-3 (2)
Bottom
-25272279
Story1
B.2.4-4 (2)
Top
-23437457
Story1
B.2.4-4 (2)
Bottom
-25194833
Story1
B.2.4-5 (1) DER Max
Top
-10854042
Story1
B.2.4-5 (1) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (1) DER Min
Top
-35950466
Story1
B.2.4-5 (1) DER Min
Bottom
-54132695
Story1
B.2.4-5 (2) DER Max
Top
-10854042
Story1
B.2.4-5 (2) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (2) DER Min
Top
-35950466
Story1
B.2.4-5 (2) DER Min
Bottom
-54132695
Story1
B.2.4-5 (3) DER Max
Top
-10854042
Story1
B.2.4-5 (3) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (3) DER Min
Top
-35950466
Story1
B.2.4-5 (3) DER Min
Bottom
-54132695
Story1
B.2.4-5 (4) DER Max
Top
-10854042
Story1
B.2.4-5 (4) DER Max
Bottom
3813434.9259
Story1
B.2.4-5 (4) DER Min
Top
-35950466
Story1
B.2.4-5 (4) DER Min
Bottom
-54132695
Story1
B.2.4-5 (5) DER Max
Top
-18142639
Story1
B.2.4-5 (5) DER Max
Bottom
-13040678
Story1
B.2.4-5 (5) DER Min
Top
-28661868
Story1
B.2.4-5 (5) DER Min
Bottom
-37278581
Page 160 of 290
Analysis Results
4/02/2019
Table 5.7 - Story Forces (Part 2 of 2, continued) Location
MY kgf-cm
B.2.4-5 (6) DER Max
Top
-18142639
B.2.4-5 (6) DER Max
Bottom
-13040678
B.2.4-5 (6) DER Min
Top
-28661868
Story1
B.2.4-5 (6) DER Min
Bottom
-37278581
Story1
B.2.4-5 (7) DER Max
Top
-18142639
Story1
B.2.4-5 (7) DER Max
Bottom
-13040678
Story1
B.2.4-5 (7) DER Min
Top
-28661868
Story1
B.2.4-5 (7) DER Min
Bottom
-37278581
Story1
B.2.4-5 (8) DER Max
Top
-18142639
Story1
B.2.4-5 (8) DER Max
Bottom
-13040678
Story1
B.2.4-5 (8) DER Min
Top
-28661868
Story1
B.2.4-5 (8) DER Min
Bottom
-37278581
Story1
B.2.4-7 (1) DER Max
Top
-1157467
Story1
B.2.4-7 (1) DER Max
Bottom
13949354
Story1
B.2.4-7 (1) DER Min
Top
-26253891
Story1
B.2.4-7 (1) DER Min
Bottom
-43996775
Story1
B.2.4-7 (2) DER Max
Top
-1157467
Story1
B.2.4-7 (2) DER Max
Bottom
13949354
Story1
B.2.4-7 (2) DER Min
Top
-26253891
Story1
B.2.4-7 (2) DER Min
Bottom
-43996775
Story1
B.2.4-7 (3) DER Max
Top
-1157467
Story1
B.2.4-7 (3) DER Max
Bottom
13949354
Story1
B.2.4-7 (3) DER Min
Top
-26253891
Story1
B.2.4-7 (3) DER Min
Bottom
-43996775
Story1
B.2.4-7 (4) DER Max
Top
-1157467
Story1
B.2.4-7 (4) DER Max
Bottom
13949354
Story1
B.2.4-7 (4) DER Min
Top
-26253891
Story1
B.2.4-7 (4) DER Min
Bottom
-43996775
Story1
B.2.4-7 (5) DER Max
Top
-8446064
Story1
B.2.4-7 (5) DER Max
Bottom
-2904759
Story1
B.2.4-7 (5) DER Min
Top
-18965293
Story1
B.2.4-7 (5) DER Min
Bottom
-27142662
Story1
B.2.4-7 (6) DER Max
Top
-8446064
Story1
B.2.4-7 (6) DER Max
Bottom
-2904759
Story1
B.2.4-7 (6) DER Min
Top
-18965293
Story1
B.2.4-7 (6) DER Min
Bottom
-27142662
Story1
B.2.4-7 (7) DER Max
Top
-8446064
Story1
B.2.4-7 (7) DER Max
Bottom
-2904759
Story1
B.2.4-7 (7) DER Min
Top
-18965293
Story1
B.2.4-7 (7) DER Min
Bottom
-27142662
Story1
B.2.4-7 (8) DER Max
Top
-8446064
Story1
B.2.4-7 (8) DER Max
Bottom
-2904759
Story1
B.2.4-7 (8) DER Min
Top
-18965293
Story1
B.2.4-7 (8) DER Min
Bottom
-27142662
Story
Load Case/Combo
Story1 Story1 Story1
Page 161 of 290
Analysis Results
4/02/2019
5.3 Point Results Table 5.8 - Joint Reactions (Part 1 of 2) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
1
4
DEAD
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
LIVE
11.2705
16.877
1721.6212
Base
1
4
SX Max
8266.6211
2289.6512 15763.4979
337222.2906
Base
1
4
SY Max
1386.1437
4450.7165
6805.4962
701807.9163
Base
1
4
Lr
0
0
0
0
Base
1
4
EMPUJE
0
0
0
0
Base
1
4
GRANIZO
-0.003
0.0019
-0.4199
-1.0737
Base
1
4
Sx Estatico
-5754.7216
611.2776
-12340.5558
-82331.2138
Base
1
4
Sy Estatico
-249.6993
-4137.0711 -6246.5536
656651.2041
Base
1
4
B.2.4-1
42.9599
139.7409
7022.6655
-12474.4974
Base
1
4
B.2.4-2 (1)
54.8555
146.781
8774.0214
-13834.4188
Base
1
4
B.2.4-3 (1)
48.0932
136.6548
7741.0487
-12656.1716
Base
1
4
B.2.4-5 (1) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (1) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-6
27.6171
89.8334
4514.5707
-8019.3198
Base
1
4
B.2.4-7 (1) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (1) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.3-1
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
B.2.3-2
41.9561
116.6919
6737.8108
-10874.1006
Base
1
4
B.2.3-3 (1)
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
ExDIS Max
1476.4185
408.9317
2815.3607
60227.9011
Base
1
4
ExDIS Min
-1476.4185
-408.9317
-2815.3607
-60227.9011
Base
1
4
EyDIS Max
247.5653
794.898
1215.4616
125342.8939
Base
1
4
EyDIS Min
-247.5653
-794.898
-1215.4616
-125342.8939
Base
1
4
B.2.4-4 (1)
48.0932
136.6548
7741.0487
-12656.1716
Base
1
4
B.2.4-5 (2) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (2) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (3) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (3) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (4) Max
1598.7813
784.0559
10921.0479
85174.5976
Base
1
4
B.2.4-5 (4) Min
-1502.5949
-510.7462
4561.0495
-110486.9409
Base
1
4
B.2.4-5 (5) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (5) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (6) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (6) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (7) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (7) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-5 (8) Max
738.5841
1054.2323
9801.1186
130755.0925
Base
1
4
B.2.4-5 (8) Min
-642.3976
-780.9226
5680.9789
-156067.4358
Base
1
4
B.2.4-7 (2) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (2) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.4-7 (3) Max
1578.3052
737.2345
7694.5699
89811.4495
Base
1
4
B.2.4-7 (3) Min
-1523.071
-557.5677
1334.5715
-105850.089
Base
1
4
B.2.4-7 (4) Max
1578.3052
737.2345
7694.5699
89811.4495
Page 162 of 290
-1963.7453
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
1
Base
1
Base
4
B.2.4-7 (4) Min
-1523.071
-557.5677
1334.5715
-105850.089
4
B.2.4-7 (5) Max
718.1079
1007.4109
6574.6405
135391.9444
1
4
B.2.4-7 (5) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (6) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (6) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (7) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (7) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.4-7 (8) Max
718.1079
1007.4109
6574.6405
135391.9444
Base
1
4
B.2.4-7 (8) Min
-662.8737
-827.7441
2454.5008
-151430.584
Base
1
4
B.2.3-4 (1)
39.1385
112.4726
6307.4055
-10383.1643
Base
1
4
B.2.3-5
30.6856
99.8149
5016.1896
-8910.3553
Base
1
4
B.2.3-6 (1) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (1) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (2) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (2) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (3) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (3) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (4) Max
1116.1673
552.9957
7242.1891
59571.1832
Base
1
4
B.2.3-6 (4) Min
-1054.796
-353.3659
2790.1902
-77391.8938
Base
1
4
B.2.3-6 (5) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (5) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (6) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (6) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (7) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (7) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-6 (8) Max
514.0292
742.1191
6458.2385
91477.5296
Base
1
4
B.2.3-6 (8) Min
-452.6579
-542.4893
3574.1407
-109298.2402
Base
1
4
B.2.3-7 (1)
39.1385
112.4726
6307.4055
-10383.1643
Base
1
4
B.2.3-8 (1) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (1) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (2) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (2) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (3) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (3) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (4) Max
853.2497
452.3582
7976.9051
40977.9896
Base
1
4
B.2.3-8 (4) Min
-774.9728
-227.4129
4637.9059
-61744.3181
Base
1
4
B.2.3-8 (5) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (5) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (6) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (6) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (7) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (7) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-8 (8) Max
401.6462
594.2008
7388.9422
64907.7494
Base
1
4
B.2.3-8 (8) Min
-323.3692
-369.2556
5225.8688
-85674.078
Base
1
4
B.2.3-9
18.4114
59.8889
3009.7138
-5346.2132
Page 163 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
1
4
B.2.3-10 (1) Max
Base
1
4
B.2.3-10 (1) Min
1103.8931
513.0697
5235.7132
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (2) Max
1103.8931
513.0697
5235.7132
63135.3253
Base
1
4
Base
1
4
B.2.3-10 (2) Min
-1067.0703
-393.2918
783.7143
-73827.7517
B.2.3-10 (3) Max
1103.8931
513.0697
5235.7132
Base
1
4
B.2.3-10 (3) Min
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (4) Max
Base
1
4
B.2.3-10 (4) Min
1103.8931
513.0697
5235.7132
63135.3253
-1067.0703
-393.2918
783.7143
-73827.7517
Base
1
4
B.2.3-10 (5) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (5) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (6) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (6) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (7) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (7) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
B.2.3-10 (8) Max
501.755
702.1932
4451.7627
95041.6718
Base
1
4
B.2.3-10 (8) Min
-464.9322
-582.4153
1567.6649
-105734.0981
Base
1
4
ENVOLVENTE DE SERVICIO Max
1116.1673
742.1191
7976.9051
95041.6718
Base
1
4
ENVOLVENTE DE SERVICIO Min
-1067.0703
-582.4153
783.7143
-109298.2402
Base
1
4
ENVOLVENTE MAYORADA Max
1598.7813
1054.2323 10921.0479
135391.9444
Base
1
4
ENVOLVENTE MAYORADA Min
-1523.071
-827.7441
1334.5715
-156067.4358
Base
1
4
B.2.3-3 (2)
30.6826
99.8168
5015.7697
-8911.429
Base
1
4
B.2.3-4 (2)
39.1362
112.474
6307.0906
-10383.9695
Base
1
4
B.2.3-7 (2)
39.1362
112.474
6307.0906
-10383.9695
Base
1
4
B.2.3-8 (9) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (9) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (10) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (10) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (11) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (11) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (12) Max
853.2475
452.3596
7976.5902
40977.1843
Base
1
4
B.2.3-8 (12) Min
-774.975
-227.4116
4637.591
-61745.1234
Base
1
4
B.2.3-8 (13) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (13) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (14) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (14) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (15) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (15) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.3-8 (16) Max
401.6439
594.2022
7388.6273
64906.9442
Base
1
4
B.2.3-8 (16) Min
-323.3715
-369.2542
5225.5539
-85674.8832
Base
1
4
B.2.4-2 (2)
54.854
146.7819
8773.8115
-13834.9557
Base
1
4
B.2.4-3 (2)
48.0884
136.6578
7740.3769
-12657.8896
Base
1
4
B.2.4-4 (2)
48.0917
136.6558
7740.8388
-12656.7085
Base
1
4
B.2.4-5 (1) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (1) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (2) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Page 164 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
1
4
B.2.4-5 (2) DER Min
-8634.371
-3488.2113 -10064.098
Base
1
4
B.2.4-5 (3) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (3) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (4) DER Max
8730.5575
3761.5209 25546.1955
535108.4939
Base
1
4
B.2.4-5 (4) DER Min
-8634.371
-3488.2113 -10064.098
-560420.8372
Base
1
4
B.2.4-5 (5) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (5) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-5 (6) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (6) DER Min
-3818.0368
-5000.957
-815630.7752
Base
1
4
B.2.4-5 (7) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (7) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-5 (8) DER Max
3914.2232
5274.2667 19275.5943
790318.4319
Base
1
4
B.2.4-5 (8) DER Min
-3818.0368
-5000.957
-3793.4968
-815630.7752
Base
1
4
B.2.4-7 (1) DER Max
8710.0813
3714.6995 22319.7174
539745.3457
Base
1
4
B.2.4-7 (1) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (2) DER Max
8710.0813
Base
1
4
B.2.4-7 (2) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (3) DER Max
8710.0813
Base
1
4
B.2.4-7 (3) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (4) DER Max
8710.0813
Base
1
4
B.2.4-7 (4) DER Min
-8654.8472 -3535.0327 -13290.5761 -555783.9853
Base
1
4
B.2.4-7 (5) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (5) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (6) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (6) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (7) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (7) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
1
4
B.2.4-7 (8) DER Max
3893.7471
5227.4453 16049.1162
794955.2838
Base
1
4
B.2.4-7 (8) DER Min
-3838.5129 -5047.7784 -7019.9749
-810993.9233
Base
2
8
DEAD
-0.9725
-59.6222
5373.6195
Base
2
8
LIVE
-14.8109
-10.3978
1678.3656
262.022
Base
2
8
SX Max
5523.632
2610.2731
10794.231
363623.4043
Base
2
8
SY Max
720.8741
5754.9251
2705.6658
808392.812
Base
2
8
Lr
0
0
0
0
Base
2
8
EMPUJE
0
0
0
0
Base
2
8
GRANIZO
0.0357
0.0236
1.0933
-2.8471
Base
2
8
Sx Estatico
-4881.7011
560.7443
-10515.9984
-78207.4307
Base
2
8
Sy Estatico
-47.8817
-5396.6645 -3052.8045
759440.7481
Base
2
8
B.2.4-1
-1.3615
-83.4711
7523.0672
5740.7899
Base
2
8
B.2.4-2 (1)
-24.8644
-88.1832
9133.7284
5339.9124
Base
2
8
B.2.4-3 (1)
-15.9779
-81.9445
8126.709
5182.6991
Base
2
8
B.2.4-5 (1) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (1) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-6
-0.8752
-53.66
4836.2575
3690.5078
Base
2
8
B.2.4-7 (1) Max
1024.2699
720.8837
6909.0767
111947.3347
Load Case/Combo
Page 165 of 290
FY kgf
FZ kgf
-3793.4968
3714.6995 22319.7174 3714.6995 22319.7174 3714.6995 22319.7174
MX kgf-cm -560420.8372
539745.3457 539745.3457 539745.3457
4100.5642
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
2
8
B.2.4-7 (1) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.3-1
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
B.2.3-2
-15.7834
-70.02
7051.9851
4362.5863
Base
2
8
B.2.3-3 (1)
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
ExDIS Max
986.5207
466.1948
1927.8497
64943.14
Base
2
8
ExDIS Min
-986.5207
-466.1948
-1927.8497
-64943.14
Base
2
8
EyDIS Max
128.7481
1027.8296
483.2319
144378.9562
Base
2
8
EyDIS Min
-128.7481
-1027.8296
-483.2319
-144378.9562
Base
2
8
B.2.4-4 (1)
-15.9779
-81.9445
8126.709
5182.6991
Base
2
8
B.2.4-5 (2) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (2) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (3) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (3) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (4) Max
1009.1672
692.5992
10199.5282
113439.526
Base
2
8
B.2.4-5 (4) Min
-1041.123
-856.4881
6053.8898
-103074.1277
Base
2
8
B.2.4-5 (5) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (5) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (6) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (6) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (7) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (7) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-5 (8) Max
408.7265
1085.7436
9188.2958
169044.5974
Base
2
8
B.2.4-5 (8) Min
-440.6822
-1249.6325
7065.1222
-158679.1991
Base
2
8
B.2.4-7 (2) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (2) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (3) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (3) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (4) Max
1024.2699
720.8837
6909.0767
111947.3347
Base
2
8
B.2.4-7 (4) Min
-1026.0203
-828.2037
2763.4383
-104566.3191
Base
2
8
B.2.4-7 (5) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (5) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (6) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (6) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (7) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (7) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.4-7 (8) Max
423.8291
1114.0281
5897.8443
167552.406
Base
2
8
B.2.4-7 (8) Min
-425.5795
-1221.3481
3774.6707
-160171.3904
Base
2
8
B.2.3-4 (1)
-12.0806
-67.4206
6632.3937
4297.0808
Base
2
8
B.2.3-5
-0.9725
-59.6222
5373.6195
4100.5642
Base
2
8
B.2.3-6 (1) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (1) Min
-718.574
-601.8028
3922.646
-71679.2146
Base
2
8
B.2.3-6 (2) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (2) Min
-718.574
-601.8028
3922.646
-71679.2146
Base
2
8
B.2.3-6 (3) Max
716.6291
482.5583
6824.5929
79880.343
Base
2
8
B.2.3-6 (3) Min
-718.574
-601.8028
3922.646
-71679.2146
Page 166 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
2
8
B.2.3-6 (4) Max
Base
2
8
B.2.3-6 (4) Min
Base
2
8
Base
2
Base
2
Base
716.6291
482.5583
6824.5929
79880.343
-718.574
-601.8028
3922.646
-71679.2146
B.2.3-6 (5) Max
296.3206
757.7594
6116.7302
118803.893
8
B.2.3-6 (5) Min
-298.2655
-877.0039
4630.5087
-110602.7645
8
B.2.3-6 (6) Max
296.3206
757.7594
6116.7302
118803.893
2
8
B.2.3-6 (6) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-6 (7) Max
296.3206
757.7594
6116.7302
118803.893
Base
2
8
B.2.3-6 (7) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-6 (8) Max
296.3206
757.7594
6116.7302
118803.893
Base
2
8
B.2.3-6 (8) Min
-298.2655
-877.0039
4630.5087
-110602.7645
Base
2
8
B.2.3-7 (1)
-12.0806
-67.4206
6632.3937
4297.0808
Base
2
8
B.2.3-8 (1) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (1) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (2) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (2) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (3) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (3) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (4) Max
526.1205
339.2148
7720.6238
61131.9149
Base
2
8
B.2.3-8 (4) Min
-550.2818
-474.056
5544.1636
-52537.7533
Base
2
8
B.2.3-8 (5) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (5) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (6) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (6) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (7) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (7) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-8 (8) Max
210.8891
545.6156
7189.7268
90324.5773
Base
2
8
B.2.3-8 (8) Min
-235.0504
-680.4568
6075.0606
-81730.4158
Base
2
8
B.2.3-9
-0.5835
-35.7733
3224.1717
2460.3385
Base
2
8
B.2.3-10 (1) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (1) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (2) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (2) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (3) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (3) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (4) Max
717.0181
506.4072
4675.1451
78240.1174
Base
2
8
B.2.3-10 (4) Min
-718.1851
-577.9539
1773.1982
-73319.4403
Base
2
8
B.2.3-10 (5) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (5) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (6) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (6) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (7) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (7) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
B.2.3-10 (8) Max
296.7095
781.6083
3967.2824
117163.6673
Base
2
8
B.2.3-10 (8) Min
-297.8765
-853.155
2481.0609
-112242.9902
Base
2
8
ENVOLVENTE DE SERVICIO Max
717.0181
781.6083
7720.6238
118803.893
Page 167 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
2
8
ENVOLVENTE DE SERVICIO Min
-718.574
Base
2
8
ENVOLVENTE MAYORADA Max
1024.2699
1114.0281 10199.5282
169044.5974
Base
2
8
ENVOLVENTE MAYORADA Min
-1041.123
-1249.6325
2763.4383
-160171.3904
Base
2
8
B.2.3-3 (2)
-0.9368
-59.5986
5374.7127
4097.7172
Base
2
8
B.2.3-4 (2)
-12.0539
-67.4029
6633.2136
4294.9455
Base
2
8
B.2.3-7 (2)
-12.0539
-67.4029
6633.2136
4294.9455
Base
2
8
B.2.3-8 (9) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (9) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (10) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (10) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (11) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (11) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (12) Max
526.1473
339.2325
7721.4437
61129.7796
Base
2
8
B.2.3-8 (12) Min
-550.2551
-474.0383
5544.9835
-52539.8886
Base
2
8
B.2.3-8 (13) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (13) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (14) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (14) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (15) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (15) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.3-8 (16) Max
210.9159
545.6333
7190.5467
90322.442
Base
2
8
B.2.3-8 (16) Min
-235.0237
-680.4391
6075.8806
-81732.5511
Base
2
8
B.2.4-2 (2)
-24.8466
-88.1714
9134.275
5338.4888
Base
2
8
B.2.4-3 (2)
-15.9208
-81.9067
8128.4582
5178.1438
Base
2
8
B.2.4-4 (2)
-15.96
-81.9327
8127.2556
5181.2756
Base
2
8
B.2.4-5 (1) DER Max
5723.9163
4254.8061 19732.6397
611323.947
Base
2
8
B.2.4-5 (1) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (2) DER Max
5723.9163
Base
2
8
B.2.4-5 (2) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (3) DER Max
5723.9163
Base
2
8
B.2.4-5 (3) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (4) DER Max
5723.9163
Base
2
8
B.2.4-5 (4) DER Min
-5755.8721 -4418.6951 -3479.2217
Base
2
8
B.2.4-5 (5) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (5) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (6) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (6) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (7) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (7) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-5 (8) DER Max
2361.9859
6456.0625
14070.644
922662.5324
Base
2
8
B.2.4-5 (8) DER Min
-2393.9416 -6619.9515
2182.7739
-912297.1342
Base
2
8
B.2.4-7 (1) DER Max
Base
2
8
B.2.4-7 (1) DER Min
Base
2
8
B.2.4-7 (2) DER Max
Base
2
8
B.2.4-7 (2) DER Min
5739.019
FY kgf
FZ kgf
MX kgf-cm
-877.0039
1773.1982
-112242.9902
4254.8061 19732.6397 4254.8061 19732.6397 4254.8061 19732.6397
-600958.5488 611323.947 -600958.5488 611323.947 -600958.5488 611323.947 -600958.5488
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
-602450.7401
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
5739.019
-602450.7401
Page 168 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
2
8
B.2.4-7 (3) DER Max
Base
2
8
B.2.4-7 (3) DER Min
Base
2
8
B.2.4-7 (4) DER Max
Base
2
8
Base
2
8
Base
2
8
B.2.4-7 (5) DER Min
Base
2
8
B.2.4-7 (6) DER Max
Base
2
8
B.2.4-7 (6) DER Min
Base
2
8
B.2.4-7 (7) DER Max
Base
2
8
B.2.4-7 (7) DER Min
Base
2
8
B.2.4-7 (8) DER Max
Base
2
8
B.2.4-7 (8) DER Min
Base
3
12
DEAD
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
LIVE
-4.7213
-0.0639
1073.5952
-581.2819
Base
3
12
SX Max
4668.9433
2686.48
11348.0193
369834.0593
Base
3
12
SY Max
907.9021
5983.7248
1982.7559
827077.5593
Base
3
12
Lr
0
0
0
0
Base
3
12
EMPUJE
0
0
0
0
Base
3
12
GRANIZO
0.0329
-0.0041
1.0189
-0.5891
Base
3
12
Sx Estatico
-4622.6427
526.3317
-11518.2942
-75399.1754
Base
3
12
Sy Estatico
51.4353
-5617.1418
-314.9856
777432.8691
Base
3
12
B.2.4-1
30.2565
1.9566
5981.7803
-1230.5702
Base
3
12
B.2.4-2 (1)
18.3801
1.5749
6844.9925
-1984.8254
Base
3
12
B.2.4-3 (1)
21.2129
1.6132
6200.8354
-1636.0563
Base
3
12
B.2.4-5 (1) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (1) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-6
19.4506
1.2578
3845.4302
-791.0808
Base
3
12
B.2.4-7 (1) Max
901.9693
801.6711
5978.4225
109576.0978
Base
3
12
B.2.4-7 (1) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.3-1
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
B.2.3-2
16.8905
1.3337
5346.2954
-1460.2606
Base
3
12
B.2.3-3 (1)
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
ExDIS Max
833.8733
479.8053
2026.7562
66052.363
Base
3
12
ExDIS Min
-833.8733
-479.8053
-2026.7562
-66052.363
Base
3
12
EyDIS Max
162.1513
1068.6932
354.1202
147716.0521
Base
3
12
EyDIS Min
-162.1513
-1068.6932
-354.1202
-147716.0521
Base
3
12
B.2.4-4 (1)
21.2129
1.6132
6200.8354
-1636.0563
Base
3
12
B.2.4-5 (2) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (2) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (3) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (3) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (4) Max
903.7316
802.0265
8333.8278
108731.1223
Base
3
12
B.2.4-5 (4) Min
-861.3058
-798.8001
4067.8431
-112003.235
Base
3
12
B.2.4-5 (5) Max
433.5262
1214.2481
7162.9825
165895.7047
Base
3
12
B.2.4-5 (5) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
5739.019
FY kgf
FZ kgf
MX kgf-cm
4283.0906 16442.1882
609831.7557
-5740.7694 -4390.4106 -6769.6732
-602450.7401
5739.019
4283.0906 16442.1882
609831.7557
B.2.4-7 (4) DER Min
-5740.7694 -4390.4106 -6769.6732
-602450.7401
B.2.4-7 (5) DER Max
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
2377.0885
6484.347
10780.1926
921170.3411
-2378.8389
-6591.667
-1107.6775
-913789.3255
Page 169 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
3
12
B.2.4-5 (6) Max
Base
3
12
B.2.4-5 (6) Min
Base
3
12
B.2.4-5 (7) Max
Base
3
12
Base
3
12
Base
3
12
Base
3
Base
3
Base Base
FX kgf
FY kgf
FZ kgf
433.5262
1214.2481
7162.9825
165895.7047
-391.1004
-1211.0216
5238.6884
-169167.8173
433.5262
1214.2481
7162.9825
165895.7047
B.2.4-5 (7) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
B.2.4-5 (8) Max
433.5262
1214.2481
7162.9825
165895.7047
B.2.4-5 (8) Min
-391.1004
-1211.0216
5238.6884
-169167.8173
12
B.2.4-7 (2) Max
901.9693
801.6711
5978.4225
109576.0978
12
B.2.4-7 (2) Min
-863.068
-799.1555
1712.4379
-111158.2595
3
12
B.2.4-7 (3) Max
901.9693
801.6711
5978.4225
109576.0978
3
12
B.2.4-7 (3) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.4-7 (4) Max
901.9693
801.6711
5978.4225
109576.0978
Base
3
12
B.2.4-7 (4) Min
-863.068
-799.1555
1712.4379
-111158.2595
Base
3
12
B.2.4-7 (5) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (5) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (6) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (6) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (7) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (7) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.4-7 (8) Max
431.7639
1213.8927
4807.5773
166740.6801
Base
3
12
B.2.4-7 (8) Min
-392.8627
-1211.377
2883.2831
-168322.8418
Base
3
12
B.2.3-4 (1)
18.0709
1.3497
5077.8966
-1314.9401
Base
3
12
B.2.3-5
21.6118
1.3976
4272.7002
-878.9787
Base
3
12
B.2.3-6 (1) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (1) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (2) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (2) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (3) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (3) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (4) Max
639.3749
561.6869
5765.7948
76378.0463
Base
3
12
B.2.3-6 (4) Min
-596.1512
-558.8917
2779.6056
-78136.0038
Base
3
12
B.2.3-6 (5) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (5) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (6) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (6) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (7) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (7) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-6 (8) Max
310.2311
850.242
4946.2032
116393.254
Base
3
12
B.2.3-6 (8) Min
-267.0075
-847.4468
3599.1973
-118151.2114
Base
3
12
B.2.3-7 (1)
18.0709
1.3497
5077.8966
-1314.9401
Base
3
12
B.2.3-8 (1) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (1) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (2) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (2) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (3) Max
481.3932
421.5667
6197.7176
56627.8287
Base
3
12
B.2.3-8 (3) Min
-445.2514
-418.8673
3958.0756
-59257.7089
Page 170 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
3
12
B.2.3-8 (4) Max
Base
3
12
B.2.3-8 (4) Min
481.3932
421.5667
6197.7176
56627.8287
-445.2514
-418.8673
3958.0756
-59257.7089
Base
3
12
B.2.3-8 (5) Max
234.5353
637.983
5583.0238
86639.2344
Base
3
12
Base
3
12
B.2.3-8 (5) Min
-198.3936
-635.2836
4572.7694
-89269.1146
B.2.3-8 (6) Max
234.5353
637.983
5583.0238
Base
3
12
B.2.3-8 (6) Min
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-8 (7) Max
Base
3
12
B.2.3-8 (7) Min
234.5353
637.983
5583.0238
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-8 (8) Max
Base
3
12
B.2.3-8 (8) Min
234.5353
637.983
5583.0238
86639.2344
-198.3936
-635.2836
4572.7694
-89269.1146
Base
3
12
B.2.3-9
12.9671
0.8386
2563.6201
-527.3872
Base
3
12
B.2.3-10 (1) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (1) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (2) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (2) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (3) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (3) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (4) Max
630.7302
561.1279
4056.7148
76729.6378
Base
3
12
B.2.3-10 (4) Min
-604.796
-559.4507
1070.5255
-77784.4123
Base
3
12
B.2.3-10 (5) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (5) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (6) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (6) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (7) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (7) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
B.2.3-10 (8) Max
301.5864
849.683
3237.1231
116744.8455
Base
3
12
B.2.3-10 (8) Min
-275.6522
-848.0058
1890.1172
-117799.6199
Base
3
12
ENVOLVENTE DE SERVICIO Max
639.3749
850.242
6197.7176
116744.8455
Base
3
12
ENVOLVENTE DE SERVICIO Min
-604.796
-848.0058
1070.5255
-118151.2114
Base
3
12
ENVOLVENTE MAYORADA Max
903.7316
1214.2481
8333.8278
166740.6801
Base
3
12
ENVOLVENTE MAYORADA Min
-863.068
-1211.377
1712.4379
-169167.8173
Base
3
12
B.2.3-3 (2)
21.6447
1.3935
4273.7191
-879.5678
Base
3
12
B.2.3-4 (2)
18.0955
1.3466
5078.6608
-1315.382
Base
3
12
B.2.3-7 (2)
18.0955
1.3466
5078.6608
-1315.382
Base
3
12
B.2.3-8 (9) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (9) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (10) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (10) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (11) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (11) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (12) Max
481.4178
421.5636
6198.4817
56627.3868
Base
3
12
B.2.3-8 (12) Min
-445.2268
-418.8704
3958.8398
-59258.1507
Base
3
12
B.2.3-8 (13) Max
234.56
637.9799
5583.788
86638.7926
Base
3
12
B.2.3-8 (13) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.3-8 (14) Max
234.56
637.9799
5583.788
86638.7926
Page 171 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
3
Base
3
12
B.2.3-8 (14) Min
-198.3689
-635.2867
4573.5335
-89269.5565
12
B.2.3-8 (15) Max
234.56
637.9799
5583.788
Base
86638.7926
3
12
B.2.3-8 (15) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.3-8 (16) Max
234.56
637.9799
5583.788
86638.7926
Base
3
12
B.2.3-8 (16) Min
-198.3689
-635.2867
4573.5335
-89269.5565
Base
3
12
B.2.4-2 (2)
18.3966
1.5729
6845.502
-1985.12
Base
3
12
B.2.4-3 (2)
21.2656
1.6067
6202.4656
-1636.9989
Base
3
12
B.2.4-4 (2)
21.2294
1.6112
6201.3449
-1636.3509
Base
3
12
B.2.4-5 (1) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (1) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (2) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (2) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (3) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (3) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (4) DER Max
4962.5268
4483.2107 18143.6815
616321.2708
Base
3
12
B.2.4-5 (4) DER Min
-4920.101
-4479.9842 -5742.0106
-619593.3835
Base
3
12
B.2.4-5 (5) DER Max
Base
3
12
B.2.4-5 (5) DER Min
Base
3
12
B.2.4-5 (6) DER Max
Base
3
12
B.2.4-5 (6) DER Min
Base
3
12
B.2.4-5 (7) DER Max
Base
3
12
B.2.4-5 (7) DER Min
Base
3
12
B.2.4-5 (8) DER Max
Base
3
12
B.2.4-5 (8) DER Min
Base
3
12
B.2.4-7 (1) DER Max
4960.7646
Base
3
12
B.2.4-7 (1) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (2) DER Max
4960.7646
4482.8553 15788.2763
617166.2463
Base
3
12
B.2.4-7 (2) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (3) DER Max
4960.7646
617166.2463
Base
3
12
B.2.4-7 (3) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (4) DER Max
4960.7646
617166.2463
Base
3
12
B.2.4-7 (4) DER Min
-4921.8633 -4480.3396 -8097.4159
-618748.408
Base
3
12
B.2.4-7 (5) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (5) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (6) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (6) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (7) DER Max
2328.0357
937236.6963
Base
3
12
B.2.4-7 (7) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
3
12
B.2.4-7 (8) DER Max
2328.0357
9232.5919
937236.6963
Base
3
12
B.2.4-7 (8) DER Min
-2289.1345 -6788.4109 -1541.7315
-938818.858
Base
4
16
DEAD
Base
4
16
LIVE
3.0596
-0.6239
8.7831
-535.5853
Base
4
16
SX Max
4086.7513
2249.7303
10033.03
334155.3659
Base
4
16
SY Max
1505.6268
4828.1494 11214.6813
Base
4
16
Lr
0
2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555 2329.798
6791.282
-2287.3722 -6788.0555
23.8755
Page 172 of 290
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
11587.9972
936391.7208
813.6737
-939663.8334
4482.8553 15788.2763
4482.8553 15788.2763 4482.8553 15788.2763 6790.9266 6790.9266 6790.9266 6790.9266 -28.4725
0
9232.5919 9232.5919 9232.5919
1934.6334
0
617166.2463
1558.5798
732674.033 0
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
4
16
EMPUJE
0
0
0
0
Base
4
16
GRANIZO
-0.0064
0.0066
-0.5903
-1.4576
Base
4
16
Sx Estatico
-4061.349
527.5716
-10111.1721
-75500.3573
Base
4
16
Sy Estatico
251.3497
-4510.3947
9623.7942
687116.3998
Base
4
16
B.2.4-1
33.4257
-39.8615
2708.4868
2182.0118
Base
4
16
B.2.4-2 (1)
33.5459
-35.1652
2335.613
1013.3594
Base
4
16
B.2.4-3 (1)
31.7102
-34.7908
2330.3432
1334.7105
Base
4
16
B.2.4-5 (1) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (1) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-6
21.488
-25.6252
1741.1701
1402.7219
Base
4
16
B.2.4-7 (1) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (1) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.3-1
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
B.2.3-2
26.9351
-29.0963
1943.4165
1022.9946
Base
4
16
B.2.3-3 (1)
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
ExDIS Max
729.8938
401.8018
1791.8991
59680.1483
Base
4
16
ExDIS Min
-729.8938
-401.8018
-1791.8991
-59680.1483
Base
4
16
EyDIS Max
268.9049
862.3075
2002.9421
130855.5823
Base
4
16
EyDIS Min
-268.9049
-862.3075
-2002.9421
-130855.5823
Base
4
16
B.2.4-4 (1)
31.7102
-34.7908
2330.3432
1334.7105
Base
4
16
B.2.4-5 (2) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (2) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (3) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (3) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (4) Max
842.2755
625.7032
4723.125
100271.5336
Base
4
16
B.2.4-5 (4) Min
-778.8551
-695.2849
-62.4386
-97602.1125
Base
4
16
B.2.4-5 (5) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (5) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (6) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (6) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (7) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (7) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-5 (8) Max
519.5833
948.0572
4870.855
150094.3373
Base
4
16
B.2.4-5 (8) Min
-456.1629
-1017.6389
-210.1687
-147424.9162
Base
4
16
B.2.4-7 (2) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (2) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (3) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (3) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (4) Max
832.0532
634.8688
4133.9518
100339.5449
Base
4
16
B.2.4-7 (4) Min
-789.0773
-686.1193
-651.6117
-97534.1012
Base
4
16
B.2.4-7 (5) Max
509.3611
957.2228
4281.6819
150162.3486
Base
4
16
B.2.4-7 (5) Min
-466.3851
-1008.4733
-799.3418
-147356.9049
Base
4
16
B.2.4-7 (6) Max
509.3611
957.2228
4281.6819
150162.3486
Base
4
16
B.2.4-7 (6) Min
-466.3851
-1008.4733
-799.3418
-147356.9049
Base
4
16
B.2.4-7 (7) Max
509.3611
957.2228
4281.6819
150162.3486
Load Case/Combo
Page 173 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
4
Base
4
Base
16
B.2.4-7 (7) Min
-466.3851
16
B.2.4-7 (8) Max
509.3611
4
16
B.2.4-7 (8) Min
-466.3851
Base
4
16
B.2.3-4 (1)
26.1702
-28.9404
1941.2207
1156.8909
Base
4
16
B.2.3-5
23.8755
-28.4725
1934.6334
1558.5798
Base
4
16
B.2.3-6 (1) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (1) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (2) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (2) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (3) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (3) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (4) Max
591.2712
433.8734
3609.5806
70814.356
Base
4
16
B.2.3-6 (4) Min
-543.5202
-490.8183
259.6862
-67697.1963
Base
4
16
B.2.3-6 (5) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (5) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (6) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (6) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (7) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (7) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-6 (8) Max
365.3867
659.5211
3712.9917
105690.3186
Base
4
16
B.2.3-6 (8) Min
-317.6356
-716.4661
156.2751
-102573.1589
Base
4
16
B.2.3-7 (1)
26.1702
-28.9404
1941.2207
1156.8909
Base
4
16
B.2.3-8 (1) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (1) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (2) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (2) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (3) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (3) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (4) Max
451.717
317.819
3197.4312
53098.723
Base
4
16
B.2.3-8 (4) Min
-399.3766
-375.6998
685.0103
-50784.9412
Base
4
16
B.2.3-8 (5) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (5) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (6) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (6) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (7) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (7) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-8 (8) Max
282.3036
487.0548
3274.9894
79255.695
Base
4
16
B.2.3-8 (8) Min
-229.9632
-544.9356
607.452
-76941.9132
Base
4
16
B.2.3-9
14.3253
-17.0835
1160.78
935.1479
Base
4
16
B.2.3-10 (1) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (1) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (2) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (2) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (3) Max
581.721
445.2624
2835.7273
70190.924
Base
4
16
B.2.3-10 (3) Min
-553.0704
-479.4293
-514.1672
-68320.6282
Page 174 of 290
FZ kgf
MX kgf-cm
-1008.4733
-799.3418
-147356.9049
957.2228
4281.6819
150162.3486
-1008.4733
-799.3418
-147356.9049
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
4
16
B.2.3-10 (4) Max
Base
4
16
B.2.3-10 (4) Min
581.721
445.2624
2835.7273
70190.924
-553.0704
-479.4293
-514.1672
-68320.6282
Base
4
16
B.2.3-10 (5) Max
355.8365
670.9101
2939.1383
105066.8867
Base
4
16
Base
4
16
B.2.3-10 (5) Min
-327.1858
-705.0771
-617.5782
-103196.5909
B.2.3-10 (6) Max
355.8365
670.9101
2939.1383
Base
4
16
B.2.3-10 (6) Min
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
B.2.3-10 (7) Max
Base
4
16
B.2.3-10 (7) Min
355.8365
670.9101
2939.1383
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
B.2.3-10 (8) Max
Base
4
16
B.2.3-10 (8) Min
355.8365
670.9101
2939.1383
105066.8867
-327.1858
-705.0771
-617.5782
-103196.5909
Base
4
16
ENVOLVENTE DE SERVICIO Max
Base
4
16
ENVOLVENTE DE SERVICIO Min
591.2712
670.9101
3712.9917
105690.3186
-553.0704
-716.4661
-617.5782
-103196.5909
Base
4
16
ENVOLVENTE MAYORADA Max
842.2755
957.2228
4870.855
150162.3486
Base
4
16
ENVOLVENTE MAYORADA Min
-789.0773
-1017.6389
-799.3418
-147424.9162
Base
4
16
B.2.3-3 (2)
23.8691
-28.4659
1934.0431
1557.1222
Base
4
16
B.2.3-4 (2)
26.1654
-28.9355
1940.778
1155.7977
Base
4
16
B.2.3-7 (2)
26.1654
-28.9355
1940.778
1155.7977
Base
4
16
B.2.3-8 (9) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (9) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (10) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (10) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (11) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (11) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (12) Max
451.7122
317.8239
3196.9885
53097.6298
Base
4
16
B.2.3-8 (12) Min
-399.3814
-375.6948
684.5676
-50786.0344
Base
4
16
B.2.3-8 (13) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (13) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (14) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (14) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (15) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (15) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.3-8 (16) Max
282.2988
487.0598
3274.5467
79254.6018
Base
4
16
B.2.3-8 (16) Min
-229.968
-544.9307
607.0093
-76943.0064
Base
4
16
B.2.4-2 (2)
33.5427
-35.1619
2335.3179
1012.6306
Base
4
16
B.2.4-3 (2)
31.7
-34.7803
2329.3988
1332.3784
Base
4
16
B.2.4-4 (2)
31.707
-34.7876
2330.048
Base
4
16
B.2.4-5 (1) DER Max
4570.1496
Base
4
16
B.2.4-5 (1) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (2) DER Max
4570.1496
Base
4
16
B.2.4-5 (2) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (3) DER Max
4570.1496
Base
4
16
B.2.4-5 (3) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (4) DER Max
4570.1496
Base
4
16
B.2.4-5 (4) DER Min
-4506.7291 -3732.9659 -11067.0912 -552622.8652
Base
4
16
B.2.4-5 (5) DER Max
2763.3624
Page 175 of 290
3663.3843 15727.7775 3663.3843 15727.7775 3663.3843 15727.7775 3663.3843 15727.7775 5468.2776 16554.9335
MX kgf-cm
1333.9817 555292.2863 555292.2863 555292.2863 555292.2863 834255.3533
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
4
16
B.2.4-5 (5) DER Min
-2699.942
Base
4
16
B.2.4-5 (6) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (6) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-5 (7) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (7) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-5 (8) DER Max
2763.3624
5468.2776 16554.9335
Base
4
16
B.2.4-5 (8) DER Min
-2699.942
-5537.8593 -11894.2471 -831585.9322
Base
4
16
B.2.4-7 (1) DER Max
4559.9273
3672.5499 15138.6044
Base
4
16
B.2.4-7 (1) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (2) DER Max
4559.9273
Base
4
16
B.2.4-7 (2) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (3) DER Max
4559.9273
Base
4
16
B.2.4-7 (3) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (4) DER Max
4559.9273
Base
4
16
B.2.4-7 (4) DER Min
-4516.9514 -3723.8003 -11656.2643 -552554.8539
Base
4
16
B.2.4-7 (5) DER Max
2753.1402
Base
4
16
B.2.4-7 (5) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (6) DER Max
2753.1402
Base
4
16
B.2.4-7 (6) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (7) DER Max
2753.1402
Base
4
16
B.2.4-7 (7) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
4
16
B.2.4-7 (8) DER Max
2753.1402
Base
4
16
B.2.4-7 (8) DER Min
-2710.1642 -5528.6937 -12483.4202 -831517.9209
Base
5
20
DEAD
Base
5
20
Base
5
20
Base
5
20
Base
5
20
Base
5
20
EMPUJE
0
0
0
0
Base
5
20
GRANIZO
-0.0125
0.0157
0.83
-2.8128
Base
5
20
Sx Estatico
-7002.3967
13.5348
3429.2897
Base
5
20
Sy Estatico
-310.7392
Base
5
20
B.2.4-1
21.1423
228.4169
13550.1729
-19839.8488
Base
5
20
B.2.4-2 (1)
24.6161
239.7705
18556.1658
-21598.2636
Base
5
20
B.2.4-3 (1)
22.1808
223.2763
15953.0163
-19876.009
Base
5
20
B.2.4-5 (1) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (1) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-6
13.5915
146.8394
8710.8254
-12754.1885
Base
5
20
B.2.4-7 (1) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (1) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.3-1
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
B.2.3-2
19.1605
190.6453
14017.2773
-17041.7449
Base
5
20
B.2.3-3 (1)
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
ExDIS Max
1781.769
122.1694
874.6241
19373.4237
Base
5
20
ExDIS Min
-1781.769
-122.1694
-874.6241
-19373.4237
Load Case/Combo
FY kgf
FZ kgf
MX kgf-cm
-5537.8593 -11894.2471 -831585.9322
3672.5499 15138.6044 3672.5499 15138.6044 3672.5499 15138.6044 5477.4432 15965.7604 5477.4432 15965.7604 5477.4432 15965.7604 5477.4432 15965.7604
834255.3533 834255.3533 555360.2976 555360.2976 555360.2976 555360.2976 834323.3646 834323.3646 834323.3646 834323.3646
15.1016
163.1549
LIVE
4.0589
27.4904
4338.5824
-2870.4243
SX Max
9976.3104
684.039
4897.1113
108473.817
SY Max
1662.1875
4479.7966
6166.1382
708473.2302
Lr
0
0
0
0
Page 176 of 290
9678.6949
834255.3533
-4257.9873 -5695.0466
-14171.3206
-3717.2737 676315.2464
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
5
20
EyDIS Max
296.8667
800.0917
1101.2723
126533.3189
Base
5
20
EyDIS Min
-296.8667
-800.0917
-1101.2723
-126533.3189
Base
5
20
B.2.4-4 (1)
22.1808
223.2763
15953.0163
-19876.009
Base
5
20
B.2.4-5 (2) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (2) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (3) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (3) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (4) Max
1893.0098
585.4732
17158.0221
37457.4104
Base
5
20
B.2.4-5 (4) Min
-1848.6482
-138.9206
14748.0106
-77209.4284
Base
5
20
B.2.4-5 (5) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (5) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-5 (6) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (6) Min
-809.2166
-613.4662
-152221.355
Base
5
20
B.2.4-5 (7) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (7) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-5 (8) Max
853.5782
1060.0188 17316.6758
112469.337
Base
5
20
B.2.4-5 (8) Min
-809.2166
-613.4662
14589.3568
-152221.355
Base
5
20
B.2.4-7 (2) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (2) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (3) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (3) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (4) Max
1884.4205
509.0363
9915.8312
44579.2309
Base
5
20
B.2.4-7 (4) Min
-1857.2376
-215.3574
7505.8197
-70087.6079
Base
5
20
B.2.4-7 (5) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (5) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (6) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (6) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (7) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (7) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.4-7 (8) Max
844.9888
983.5819
10074.4849
119591.1575
Base
5
20
B.2.4-7 (8) Min
-817.8059
-689.903
7347.1659
-145099.5345
Base
5
20
B.2.3-4 (1)
18.1458
183.7727
12932.6317
-16324.1388
Base
5
20
B.2.3-5
15.1016
163.1549
9678.6949
-14171.3206
Base
5
20
B.2.3-6 (1) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (1) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (2) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (2) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (3) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (3) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (4) Max
1324.6819
416.6927
10522.199
25962.073
Base
5
20
B.2.3-6 (4) Min
-1294.4787
-90.3829
8835.1909
-54304.7141
Base
5
20
B.2.3-6 (5) Max
597.0798
748.8747
10633.2566
78470.4217
Base
5
20
B.2.3-6 (5) Min
-566.8766
-422.5648
8724.1333
-106813.0628
Base
5
20
B.2.3-6 (6) Max
597.0798
748.8747
10633.2566
78470.4217
Base
5
20
B.2.3-6 (6) Min
-566.8766
-422.5648
8724.1333
-106813.0628
Page 177 of 290
FY kgf
FZ kgf
14589.3568
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
5
20
B.2.3-6 (7) Max
Base
5
20
B.2.3-6 (7) Min
Base
5
20
B.2.3-6 (8) Max
Base
5
20
Base
5
20
Base
5
Base
FX kgf
FY kgf
FZ kgf
597.0798
748.8747
10633.2566
78470.4217
-566.8766
-422.5648
8724.1333
-106813.0628
597.0798
748.8747
10633.2566
78470.4217
B.2.3-6 (8) Min
-566.8766
-422.5648
8724.1333
-106813.0628
B.2.3-7 (1)
18.1458
183.7727
12932.6317
-16324.1388
20
B.2.3-8 (1) Max
1000.331
373.9261
13565.2598
13775.9064
5
20
B.2.3-8 (1) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (2) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (2) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (3) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (3) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (4) Max
1000.331
373.9261
13565.2598
13775.9064
Base
5
20
B.2.3-8 (4) Min
-964.0395
-6.3806
12300.0037
-46424.184
Base
5
20
B.2.3-8 (5) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (5) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (6) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (6) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (7) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (7) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-8 (8) Max
454.6294
623.0625
13648.553
53157.1679
Base
5
20
B.2.3-8 (8) Min
-418.3379
-255.5171
12216.7105
-85805.4455
Base
5
20
B.2.3-9
9.061
97.893
5807.217
-8502.7923
Base
5
20
B.2.3-10 (1) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (1) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (2) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (2) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (3) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (3) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (4) Max
1318.6413
351.4308
6650.721
31630.6012
Base
5
20
B.2.3-10 (4) Min
-1300.5194
-155.6448
4963.7129
-48636.1859
Base
5
20
B.2.3-10 (5) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (5) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (6) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (6) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (7) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (7) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
B.2.3-10 (8) Max
591.0391
683.6127
6761.7786
84138.9499
Base
5
20
B.2.3-10 (8) Min
-572.9172
-487.8268
4852.6553
-101144.5346
Base
5
20
ENVOLVENTE DE SERVICIO Max
1324.6819
748.8747
14017.2773
84138.9499
Base
5
20
ENVOLVENTE DE SERVICIO Min
-1300.5194
-487.8268
4852.6553
-106813.0628
Base
5
20
ENVOLVENTE MAYORADA Max
1893.0098
1060.0188 18556.1658
119591.1575
Base
5
20
ENVOLVENTE MAYORADA Min
-1857.2376
-689.903
7347.1659
-152221.355
Base
5
20
B.2.3-3 (2)
15.0891
163.1707
9679.5249
-14174.1333
Base
5
20
B.2.3-4 (2)
18.1364
183.7845
12933.2542
-16326.2484
Base
5
20
B.2.3-7 (2)
18.1364
183.7845
12933.2542
-16326.2484
Page 178 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
5
20
B.2.3-8 (9) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (9) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (10) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (10) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (11) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (11) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (12) Max
1000.3216
373.9378
13565.8822
13773.7968
Base
5
20
B.2.3-8 (12) Min
-964.0489
-6.3689
12300.6262
-46426.2936
Base
5
20
B.2.3-8 (13) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (13) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (14) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (14) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (15) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (15) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.3-8 (16) Max
454.62
623.0743
13649.1754
53155.0583
Base
5
20
B.2.3-8 (16) Min
-418.3472
-255.5053
12217.333
-85807.555
Base
5
20
B.2.4-2 (2)
24.6099
239.7784
18556.5808
-21599.67
Base
5
20
B.2.4-3 (2)
22.1608
223.3014
15954.3443
-19880.5094
Base
5
20
B.2.4-4 (2)
22.1745
223.2841
15953.4313
-19877.4154
Base
5
20
B.2.4-5 (1) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (1) DER Min
-10452.7858 -1804.7017
-340891.795
Base
5
20
B.2.4-5 (2) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (2) DER Min
-10452.7858 -1804.7017
9206.0636
-340891.795
Base
5
20
B.2.4-5 (3) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (3) DER Min
-10452.7858 -1804.7017
-340891.795
Base
5
20
B.2.4-5 (4) DER Max
10497.1474 2251.2542 22699.9691
301139.777
Base
5
20
B.2.4-5 (4) DER Min
-10452.7858 -1804.7017
9206.0636
-340891.795
Base
5
20
B.2.4-5 (5) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (5) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (6) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (6) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (7) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (7) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-5 (8) DER Max
4677.2614
4908.2846 23588.2879
721139.3663
Base
5
20
B.2.4-5 (8) DER Min
-4632.8998
-4461.732
-760891.3843
Base
5
20
B.2.4-7 (1) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (1) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (2) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (2) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (3) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (3) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (4) DER Max
10488.5581 2174.8174 15457.7782
308261.5975
Base
5
20
B.2.4-7 (4) DER Min
-10461.3752 -1881.1385
-333769.9745
Base
5
20
B.2.4-7 (5) DER Max
4668.6721
4831.8477
16346.097
728261.1868
Base
5
20
B.2.4-7 (5) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
Page 179 of 290
9206.0636
9206.0636
8317.7448 8317.7448 8317.7448 8317.7448 1963.8727 1963.8727 1963.8727 1963.8727
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
5
20
Base
5
20
Base
5
20
Base
5
Base
5
Base
B.2.4-7 (6) DER Max
4668.6721
4831.8477
16346.097
728261.1868
B.2.4-7 (6) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
B.2.4-7 (7) DER Max
4668.6721
4831.8477
16346.097
728261.1868
20
B.2.4-7 (7) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
20
B.2.4-7 (8) DER Max
4668.6721
4831.8477
16346.097
728261.1868
5
20
B.2.4-7 (8) DER Min
-4641.4892 -4538.1688
1075.5539
-753769.5638
Base
6
24
DEAD
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
LIVE
3.4167
-32.5641
3605.7822
2030.3407
Base
6
24
SX Max
6854.2154
905.3891
2302.5074
126567.622
Base
6
24
SY Max
875.5511
5923.9532
6184.0826
826487.7099
Base
6
24
Lr
0
0
0
0
Base
6
24
EMPUJE
0
0
0
0
Base
6
24
GRANIZO
0.1695
0.1156
32.0044
-10.9633
Base
6
24
Sx Estatico
-6093.3756
37.6634
1534.4892
-5686.2997
Base
6
24
Sy Estatico
-122.1882
-5660.6312 -6095.6481
790778.469
Base
6
24
B.2.4-1
40.7175
-173.5362
14318.0182
12961.6731
Base
6
24
B.2.4-2 (1)
40.3675
-200.8479
18041.8386
14358.5507
Base
6
24
B.2.4-3 (1)
38.3175
-181.3095
15878.3692
13140.3463
Base
6
24
B.2.4-5 (1) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (1) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-6
26.1756
-111.559
9204.4403
8332.5042
Base
6
24
B.2.4-7 (1) Max
1297.2505
367.5489
9947.0113
75220.693
Base
6
24
B.2.4-7 (1) Min
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.3-1
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
B.2.3-2
32.5007
-156.5186
13832.9381
11288.6787
Base
6
24
B.2.3-3 (1)
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
ExDIS Max
1224.1629
161.7025
411.2278
22604.9773
Base
6
24
ExDIS Min
-1224.1629
-161.7025
-411.2278
-22604.9773
Base
6
24
EyDIS Max
156.3734
1058.018
1104.4772
147610.705
Base
6
24
EyDIS Min
-156.3734
-1058.018
-1104.4772
-147610.705
Base
6
24
B.2.4-4 (1)
38.3175
-181.3095
15878.3692
13140.3463
Base
6
24
B.2.4-5 (2) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (2) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (3) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (3) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (4) Max
1309.3924
297.7985
16620.9402
80028.5351
Base
6
24
B.2.4-5 (4) Min
-1232.7574
-660.4174
15135.7983
-53747.8425
Base
6
24
B.2.4-5 (5) Max
561.9398
925.2193
17106.2147
167532.5445
Base
6
24
B.2.4-5 (5) Min
-485.3048
-1287.8383 14650.5237
-141251.8519
Base
6
24
B.2.4-5 (6) Max
561.9398
Base
6
24
B.2.4-5 (6) Min
-485.3048
Base
6
24
B.2.4-5 (7) Max
561.9398
Base
6
24
B.2.4-5 (7) Min
-485.3048
Base
6
24
B.2.4-5 (8) Max
561.9398
Base
6
24
B.2.4-5 (8) Min
-485.3048
Page 180 of 290
925.2193
FZ kgf
MX kgf-cm
17106.2147
167532.5445
-1287.8383 14650.5237
-141251.8519
17106.2147
167532.5445
-1287.8383 14650.5237
925.2193
-141251.8519
17106.2147
167532.5445
-1287.8383 14650.5237
925.2193
-141251.8519
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
6
24
B.2.4-7 (2) Max
Base
6
24
B.2.4-7 (2) Min
1297.2505
367.5489
9947.0113
75220.693
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.4-7 (3) Max
1297.2505
367.5489
9947.0113
75220.693
Base
6
24
Base
6
24
B.2.4-7 (3) Min
-1244.8993
-590.6669
8461.8693
-58555.6846
B.2.4-7 (4) Max
1297.2505
367.5489
9947.0113
Base
6
24
B.2.4-7 (4) Min
75220.693
-1244.8993
-590.6669
8461.8693
-58555.6846
Base
6
24
B.2.4-7 (5) Max
Base
6
24
B.2.4-7 (5) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
-146059.694
Base
6
24
B.2.4-7 (6) Max
Base
6
24
B.2.4-7 (6) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
Base
6
24
B.2.4-7 (7) Max
-146059.694
549.7978
994.9698
10432.2858
162724.7023
Base
6
24
B.2.4-7 (7) Min
-497.4467
-1218.0878
7976.5948
-146059.694
Base
6
24
B.2.4-7 (8) Max
Base
6
24
B.2.4-7 (8) Min
549.7978
994.9698
10432.2858
162724.7023
-497.4467
-1218.0878
7976.5948
Base
6
24
B.2.3-4 (1)
-146059.694
31.6465
-148.3775
12931.4925
Base
6
24
B.2.3-5
10781.0935
29.0839
-123.9545
10227.1559
9258.338
Base
6
24
Base
6
24
B.2.3-6 (1) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (1) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (2) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (2) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (3) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (3) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
Base
6
24
B.2.3-6 (4) Max
918.8364
211.4211
10746.9556
56080.0701
B.2.3-6 (4) Min
-860.6685
-459.33
9707.3562
-37563.3942
Base
6
24
B.2.3-6 (5) Max
Base
6
24
B.2.3-6 (5) Min
395.6196
650.6157
11086.6477
117332.8767
-337.4517
-898.5246
9367.664
Base
6
24
B.2.3-6 (6) Max
-98816.2008
395.6196
650.6157
11086.6477
117332.8767
Base
6
24
B.2.3-6 (6) Min
-337.4517
-898.5246
9367.664
-98816.2008
Base
6
24
B.2.3-6 (7) Max
Base
6
24
B.2.3-6 (7) Min
395.6196
650.6157
11086.6477
117332.8767
-337.4517
-898.5246
9367.664
Base
6
24
B.2.3-6 (8) Max
395.6196
-98816.2008
650.6157
11086.6477
117332.8767
Base
6
24
B.2.3-6 (8) Min
-337.4517
Base
6
24
B.2.3-7 (1)
31.6465
-898.5246
9367.664
-98816.2008
-148.3775
12931.4925
10781.0935
Base
6
24
B.2.3-8 (1) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (1) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (2) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (2) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (3) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (3) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (4) Max
698.9608
103.1541
13321.3423
45897.3926
Base
6
24
B.2.3-8 (4) Min
-635.6678
-399.9092
12541.6428
-24335.2056
Base
6
24
B.2.3-8 (5) Max
306.5482
432.5501
13576.1114
91836.9976
Base
6
24
B.2.3-8 (5) Min
-243.2552
-729.3052
12286.8736
-70274.8105
Base
6
24
B.2.3-8 (6) Max
306.5482
432.5501
13576.1114
91836.9976
Base
6
24
B.2.3-8 (6) Min
-243.2552
-729.3052
12286.8736
-70274.8105
Page 181 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
6
24
B.2.3-8 (7) Max
Base
6
24
B.2.3-8 (7) Min
Base
6
24
B.2.3-8 (8) Max
Base
6
24
Base
6
24
Base
6
24
Base
6
Base
6
Base
6
Base
6
Base
FX kgf
FY kgf
FZ kgf
306.5482
432.5501
13576.1114
91836.9976
-243.2552
-729.3052
12286.8736
-70274.8105
306.5482
432.5501
13576.1114
91836.9976
B.2.3-8 (8) Min
-243.2552
-729.3052
12286.8736
-70274.8105
B.2.3-9
17.4504
-74.3727
6136.2935
5555.0028
B.2.3-10 (1) Max
907.2028
261.0029
6656.0932
52376.7349
24
B.2.3-10 (1) Min
-872.3021
-409.7482
5616.4938
-41266.7294
24
B.2.3-10 (2) Max
907.2028
261.0029
6656.0932
52376.7349
24
B.2.3-10 (2) Min
-872.3021
-409.7482
5616.4938
-41266.7294
24
B.2.3-10 (3) Max
907.2028
261.0029
6656.0932
52376.7349
6
24
B.2.3-10 (3) Min
-872.3021
-409.7482
5616.4938
-41266.7294
Base
6
24
B.2.3-10 (4) Max
907.2028
261.0029
6656.0932
52376.7349
Base
6
24
B.2.3-10 (4) Min
-872.3021
-409.7482
5616.4938
-41266.7294
Base
6
24
B.2.3-10 (5) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (5) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (6) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (6) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (7) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (7) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
B.2.3-10 (8) Max
383.986
700.1975
6995.7854
113629.5415
Base
6
24
B.2.3-10 (8) Min
-349.0852
-848.9428
5276.8017
-102519.536
Base
6
24
ENVOLVENTE DE SERVICIO Max
918.8364
700.1975
13832.9381
117332.8767
Base
6
24
ENVOLVENTE DE SERVICIO Min
-872.3021
-898.5246
5276.8017
-102519.536
Base
6
24
ENVOLVENTE MAYORADA Max
1309.3924
994.9698
18041.8386
167532.5445
Base
6
24
ENVOLVENTE MAYORADA Min
-1244.8993 -1287.8383
7976.5948
-146059.694
Base
6
24
B.2.3-3 (2)
29.2535
-123.8389
10259.1603
9247.3746
Base
6
24
B.2.3-4 (2)
31.7737
-148.2909
12955.4958
10772.871
Base
6
24
B.2.3-7 (2)
31.7737
-148.2909
12955.4958
10772.871
Base
6
24
B.2.3-8 (9) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (9) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (10) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (10) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (11) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (11) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (12) Max
699.088
103.2408
13345.3456
45889.1701
Base
6
24
B.2.3-8 (12) Min
-635.5407
-399.8225
12565.6461
-24343.4281
Base
6
24
B.2.3-8 (13) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (13) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (14) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (14) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (15) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (15) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.3-8 (16) Max
306.6754
432.6368
13600.1147
91828.7751
Base
6
24
B.2.3-8 (16) Min
-243.128
-729.2185
12310.8769
-70283.033
Base
6
24
B.2.4-2 (2)
40.4523
-200.7901
18057.8408
14353.0691
Page 182 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
6
24
B.2.4-3 (2)
38.5888
-181.1245
15929.5763
13122.805
Base
6
24
B.2.4-4 (2)
38.4023
-181.2517
15894.3715
13134.8646
Base
6
24
B.2.4-5 (1) DER Max
7155.1982
2501.2656 20036.1015
387654.2813
Base
6
24
B.2.4-5 (1) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (2) DER Max
7155.1982
Base
6
24
B.2.4-5 (2) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (3) DER Max
7155.1982
Base
6
24
B.2.4-5 (3) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (4) DER Max
7155.1982
Base
6
24
B.2.4-5 (4) DER Min
-7078.5633 -2863.8846
Base
6
24
B.2.4-5 (5) DER Max
2970.1332
Base
6
24
B.2.4-5 (5) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (6) DER Max
2970.1332
Base
6
24
B.2.4-5 (6) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (7) DER Max
2970.1332
Base
6
24
B.2.4-5 (7) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-5 (8) DER Max
2970.1332
Base
6
24
B.2.4-5 (8) DER Min
-2893.4983 -6376.8794
Base
6
24
B.2.4-7 (1) DER Max
7143.0563
Base
6
24
B.2.4-7 (1) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (2) DER Max
7143.0563
Base
6
24
B.2.4-7 (2) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (3) DER Max
7143.0563
Base
6
24
B.2.4-7 (3) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (4) DER Max
7143.0563
Base
6
24
B.2.4-7 (4) DER Min
-7090.7052 -2794.1341
Base
6
24
B.2.4-7 (5) DER Max
2957.9913
Base
6
24
B.2.4-7 (5) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (6) DER Max
2957.9913
Base
6
24
B.2.4-7 (6) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (7) DER Max
2957.9913
Base
6
24
B.2.4-7 (7) DER Min
-2905.6402 -6307.1289
Base
6
24
B.2.4-7 (8) DER Max
2957.9913
Base
6
24
B.2.4-7 (8) DER Min
-2905.6402 -6307.1289
2329.6055
-856125.4924
Base
7
28
DEAD
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
LIVE
-4.1302
13.6627
2793.9674
-1742.012
Base
7
28
SX Max
5707.9337
959.5654
3190.9274
130953.3955
Base
7
28
SY Max
1207.5098
6248.3883
1324.4229
852980.2579
Base
7
28
Lr
0
0
0
0
Base
7
28
EMPUJE
0
0
0
0
Base
7
28
GRANIZO
0.153
-0.1033
30.6472
6.8955
Base
7
28
Sx Estatico
-5677.8659
98.5106
2805.9542
-10651.7515
Base
7
28
Sy Estatico
211.1928
-5970.2863
1180.817
816047.9799
Base
7
28
B.2.4-1
3.9514
60.0674
12444.739
-6101.6317
Base
7
28
B.2.4-2 (1)
-3.2215
73.3467
15137.2671
-8017.1893
Page 183 of 290
11720.637
2501.2656 20036.1015 11720.637
2501.2656 20036.1015 11720.637
2501.2656 20036.1015 11720.637
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
6014.2605 22753.2041 9003.5344
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
2571.0161 13362.1725 5046.7081
6084.0109 16079.2751 2329.6055
6084.0109 16079.2751 2329.6055
6084.0109 16079.2751
MX kgf-cm
-361373.5887 387654.2813 -361373.5887 387654.2813 -361373.5887 387654.2813 -361373.5887 877598.3428 -851317.6502 877598.3428 -851317.6502 877598.3428 -851317.6502 877598.3428 -851317.6502 382846.4391 -366181.4308 382846.4391 -366181.4308 382846.4391 -366181.4308 382846.4391 -366181.4308 872790.5007 -856125.4924 872790.5007 -856125.4924 872790.5007
2329.6055
-856125.4924
6084.0109 16079.2751
872790.5007
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
7
28
B.2.4-3 (1)
-0.7433
65.149
13460.8866
-6971.9821
Base
7
28
B.2.4-5 (1) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (1) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-6
2.5402
38.6148
8000.1894
-3922.4775
Base
7
28
B.2.4-7 (1) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (1) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.3-1
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
B.2.3-2
-1.3078
56.568
11683.0668
-6100.3204
Base
7
28
B.2.3-3 (1)
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
ExDIS Max
1019.437
171.3784
569.8996
23388.2764
Base
7
28
ExDIS Min
-1019.437
-171.3784
-569.8996
-23388.2764
Base
7
28
EyDIS Max
215.6613
1115.9622
236.5419
152342.2741
Base
7
28
EyDIS Min
-215.6613
-1115.9622
-236.5419
-152342.2741
Base
7
28
B.2.4-4 (1)
-0.7433
65.149
13460.8866
-6971.9821
Base
7
28
B.2.4-5 (2) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (2) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (3) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (3) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (4) Max
1083.392
571.3161
14101.7488
62118.9766
Base
7
28
B.2.4-5 (4) Min
-1084.8787
-441.018
12820.0244
-76062.9408
Base
7
28
B.2.4-5 (5) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (5) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (6) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (6) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (7) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (7) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-5 (8) Max
520.749
1232.5247 13868.3984
152386.7749
Base
7
28
B.2.4-5 (8) Min
-522.2357
-1102.2266 13053.3748
-166330.7391
Base
7
28
B.2.4-7 (2) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (2) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (3) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (3) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (4) Max
1086.6755
544.7818
8641.0516
65168.4811
Base
7
28
B.2.4-7 (4) Min
-1081.5952
-467.5523
7359.3272
-73013.4362
Base
7
28
B.2.4-7 (5) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (5) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (6) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (6) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (7) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (7) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.4-7 (8) Max
524.0325
1205.9904
8407.7012
155436.2794
Base
7
28
B.2.4-7 (8) Min
-518.9522
-1128.7609
7592.6776
-163281.2345
Base
7
28
B.2.3-4 (1)
-0.2753
53.1523
10984.5749
-5664.8174
Base
7
28
B.2.3-5
2.8224
42.9053
8889.0993
-4358.3084
Base
7
28
B.2.3-6 (1) Max
761.7171
397.2222
9337.7029
44005.3627
Load Case/Combo
Page 184 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
7
Base
7
28
B.2.3-6 (1) Min
-756.0723
-311.4116
8440.4958
-52721.9794
28
B.2.3-6 (2) Max
761.7171
397.2222
9337.7029
Base
44005.3627
7
28
B.2.3-6 (2) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (3) Max
761.7171
397.2222
9337.7029
44005.3627
Base
7
28
B.2.3-6 (3) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (4) Max
761.7171
397.2222
9337.7029
44005.3627
Base
7
28
B.2.3-6 (4) Min
-756.0723
-311.4116
8440.4958
-52721.9794
Base
7
28
B.2.3-6 (5) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (5) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (6) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (6) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (7) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (7) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-6 (8) Max
367.867
860.0683
9174.3576
107192.8215
Base
7
28
B.2.3-6 (8) Min
-362.2222
-774.2577
8603.841
-115909.4383
Base
7
28
B.2.3-7 (1)
-0.2753
53.1523
10984.5749
-5664.8174
Base
7
28
B.2.3-8 (1) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (1) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (2) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (2) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (3) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (3) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (4) Max
568.8958
318.89
11321.0276
30607.9359
Base
7
28
B.2.3-8 (4) Min
-569.4463
-212.5854
10648.1222
-41937.5707
Base
7
28
B.2.3-8 (5) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (5) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (6) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (6) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (7) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (7) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-8 (8) Max
273.5082
666.0245
11198.5186
77998.53
Base
7
28
B.2.3-8 (8) Min
-274.0588
-559.7199
10770.6312
-89328.1648
Base
7
28
B.2.3-9
1.6934
25.7432
5333.4596
-2614.985
Base
7
28
B.2.3-10 (1) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (1) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (2) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (2) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (3) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (3) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (4) Max
760.5882
380.0601
5782.0631
45748.686
Base
7
28
B.2.3-10 (4) Min
-757.2013
-328.5737
4884.856
-50978.6561
Base
7
28
B.2.3-10 (5) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (5) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
B.2.3-10 (6) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (6) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Page 185 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
7
28
B.2.3-10 (7) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (7) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
B.2.3-10 (8) Max
366.7381
842.9061
5618.7179
108936.1449
Base
7
28
B.2.3-10 (8) Min
-363.3512
-791.4198
5048.2013
-114166.1149
Base
7
28
ENVOLVENTE DE SERVICIO Max
761.7171
860.0683
11683.0668
108936.1449
Base
7
28
ENVOLVENTE DE SERVICIO Min
-757.2013
-791.4198
4884.856
-115909.4383
Base
7
28
ENVOLVENTE MAYORADA Max
1086.6755
1232.5247 15137.2671
Base
7
28
ENVOLVENTE MAYORADA Min
-1084.8787 -1128.7609
Base
7
28
B.2.3-3 (2)
2.9754
Base
7
28
B.2.3-4 (2)
-0.1605
Base
7
28
B.2.3-7 (2)
-0.1605
53.0749
11007.5603
-5659.6458
Base
7
28
B.2.3-8 (9) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (9) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (10) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (10) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (11) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (11) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (12) Max
569.0105
318.8126
11344.0129
30613.1075
Base
7
28
B.2.3-8 (12) Min
-569.3316
-212.6628
10671.1076
-41932.3991
Base
7
28
B.2.3-8 (13) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (13) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (14) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (14) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (15) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (15) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.3-8 (16) Max
273.623
665.9471
11221.504
78003.7016
Base
7
28
B.2.3-8 (16) Min
-273.944
-559.7974
10793.6166
-89322.9932
Base
7
28
B.2.4-2 (2)
-3.145
73.295
15152.5907
-8013.7416
Base
7
28
B.2.4-3 (2)
-0.4985
64.9838
13509.9221
-6960.9493
Base
7
28
B.2.4-4 (2)
-0.6668
65.0974
13476.2102
Base
7
28
B.2.4-5 (1) DER Max
6069.4433
Base
7
28
B.2.4-5 (1) DER Min
-6070.93
Base
7
28
B.2.4-5 (2) DER Max
6069.4433
Base
7
28
B.2.4-5 (2) DER Min
-6070.93
Base
7
28
B.2.4-5 (3) DER Max
6069.4433
Base
7
28
B.2.4-5 (3) DER Min
-6070.93
Base
7
28
B.2.4-5 (4) DER Max
6069.4433
Base
7
28
B.2.4-5 (4) DER Min
-6070.93
-2768.9328
9872.6323
-393819.455
Base
7
28
B.2.4-5 (5) DER Max
2919.1466
6601.407
15742.5878
885294.2945
Base
7
28
B.2.4-5 (5) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (6) DER Max
2919.1466
15742.5878
885294.2945
Base
7
28
B.2.4-5 (6) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (7) DER Max
2919.1466
15742.5878
885294.2945
Base
7
28
B.2.4-5 (7) DER Min
-2920.6333 -6471.1089 11179.1855
-899238.2587
Base
7
28
B.2.4-5 (8) DER Max
2919.1466
885294.2945
Page 186 of 290
FY kgf
FZ kgf
MX kgf-cm
155436.2794
7359.3272
-166330.7391
42.802
8919.7465
-4351.4129
53.0749
11007.5603
-5659.6458
2899.2309 17049.1409 -2768.9328
-6968.5344 379875.4908
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
-2768.9328
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
-2768.9328
9872.6323
-393819.455
2899.2309 17049.1409
379875.4908
6601.407 6601.407 6601.407
15742.5878
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
7
28
B.2.4-5 (8) DER Min
-2920.6333 -6471.1089 11179.1855
Base
7
28
B.2.4-7 (1) DER Max
6072.7268
Base
7
28
B.2.4-7 (1) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (2) DER Max
6072.7268
Base
7
28
B.2.4-7 (2) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (3) DER Max
6072.7268
Base
7
28
B.2.4-7 (3) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (4) DER Max
6072.7268
Base
7
28
B.2.4-7 (4) DER Min
-6067.6464 -2795.4671
Base
7
28
B.2.4-7 (5) DER Max
2922.4301
Base
7
28
B.2.4-7 (5) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (6) DER Max
2922.4301
Base
7
28
B.2.4-7 (6) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (7) DER Max
2922.4301
Base
7
28
B.2.4-7 (7) DER Min
-2917.3498 -6497.6431
Base
7
28
B.2.4-7 (8) DER Max
2922.4301
Base
7
28
B.2.4-7 (8) DER Min
-2917.3498 -6497.6431
5718.4883
-896188.7541
Base
8
32
DEAD
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
LIVE
-13.5875
-19.6026
1328.3219
972.6117
Base
8
32
SX Max
5019.404
780.9028
3363.4462
116378.1858
Base
8
32
SY Max
1768.5589
5013.6293 10745.8496
752110.2809
Base
8
32
Lr
0
0
0
Base
8
32
EMPUJE
0
0
0
0
Base
8
32
GRANIZO
-0.0247
-0.0381
1.4988
1.5766
Base
8
32
Sx Estatico
-5013.4091
9.822
2768.8709
Base
8
32
Sy Estatico
219.663
-4774.5441 10580.7324
Base
8
32
B.2.4-1
-24.9057
-136.5022
6834.389
9939.4937
Base
8
32
B.2.4-2 (1)
-43.0877
-148.366
7983.3627
10075.7448
Base
8
32
B.2.4-3 (1)
-34.9352
-136.6044
7186.3696
9492.1777
Base
8
32
B.2.4-5 (1) Max
956.2897
271.4951
8362.8437
70575.3906
Base
8
32
B.2.4-5 (1) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-6
-16.0108
-87.7514
4393.5358
6389.6745
Base
8
32
B.2.4-7 (1) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (1) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.3-1
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
B.2.3-2
-31.3773
-117.1041
6210.0283
8072.2501
Base
8
32
B.2.3-3 (1)
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
ExDIS Max
896.4655
139.4692
600.7115
20785.144
Base
8
32
ExDIS Min
-896.4655
-139.4692
-600.7115
-20785.144
Base
8
32
EyDIS Max
315.8646
895.4342
1919.2087
134326.8962
Base
8
32
EyDIS Min
-315.8646
-895.4342
-1919.2087
-134326.8962
Base
8
32
B.2.4-4 (1)
-34.9352
-136.6044
7186.3696
9492.1777
Base
8
32
B.2.4-5 (2) Max
956.2897
271.4951
8362.8437
70575.3906
Base
8
32
B.2.4-5 (2) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-5 (3) Max
956.2897
271.4951
8362.8437
70575.3906
Load Case/Combo
Page 187 of 290
FY kgf
FZ kgf
2872.6966 11588.4437 4411.9351
2872.6966 11588.4437 4411.9351
2872.6966 11588.4437
MX kgf-cm -899238.2587 382924.9954 -390769.9505 382924.9954 -390769.9505 382924.9954
4411.9351
-390769.9505
2872.6966 11588.4437
382924.9954
4411.9351
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905 5718.4883
6574.8727 10281.8905
-390769.9505 888343.799 -896188.7541 888343.799 -896188.7541 888343.799 -896188.7541 888343.799
0
-3414.291 718469.0418
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
8
Base
8
32
B.2.4-5 (3) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
32
B.2.4-5 (4) Max
956.2897
271.4951
8362.8437
Base
70575.3906
8
32
B.2.4-5 (4) Min
-1026.1602
-544.7039
6009.8955
-51591.0351
Base
8
32
B.2.4-5 (5) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (5) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (6) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (6) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (7) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (7) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-5 (8) Max
549.869
800.6705
9285.7918
150054.6171
Base
8
32
B.2.4-5 (8) Min
-619.7395
-1073.8794
5086.9474
-131070.2616
Base
8
32
B.2.4-7 (2) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (2) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (3) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (3) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (4) Max
975.2141
320.3481
5570.0099
67472.8874
Base
8
32
B.2.4-7 (4) Min
-1007.2358
-495.8509
3217.0617
-54693.5383
Base
8
32
B.2.4-7 (5) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (5) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (6) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (6) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (7) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (7) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.4-7 (8) Max
568.7935
849.5236
6492.958
146952.1139
Base
8
32
B.2.4-7 (8) Min
-600.8151
-1025.0263
2294.1136
-134172.7648
Base
8
32
B.2.3-4 (1)
-27.9804
-112.2035
5877.9478
7829.0971
Base
8
32
B.2.3-5
-17.7898
-97.5015
4881.7064
7099.6384
Base
8
32
B.2.3-6 (1) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (1) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (2) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (2) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (3) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (3) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (4) Max
676.0676
188.1681
5705.2383
49857.8874
Base
8
32
B.2.3-6 (4) Min
-711.6473
-383.1712
4058.1745
-35658.6106
Base
8
32
B.2.3-6 (5) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (5) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (6) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (6) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (7) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (7) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-6 (8) Max
391.5732
558.5909
6351.302
105493.3459
Base
8
32
B.2.3-6 (8) Min
-427.1528
-753.594
3412.1109
-91294.0692
Base
8
32
B.2.3-7 (1)
-27.9804
-112.2035
5877.9478
7829.0971
Base
8
32
B.2.3-8 (1) Max
492.4127
102.0488
6495.5968
39897.7839
Page 188 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
8
Base
8
32
B.2.3-8 (1) Min
-548.3735
-326.4557
5260.2989
-24239.5896
32
B.2.3-8 (2) Max
492.4127
102.0488
6495.5968
Base
39897.7839
8
32
B.2.3-8 (2) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (3) Max
492.4127
102.0488
6495.5968
39897.7839
Base
8
32
B.2.3-8 (3) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (4) Max
492.4127
102.0488
6495.5968
39897.7839
Base
8
32
B.2.3-8 (4) Min
-548.3735
-326.4557
5260.2989
-24239.5896
Base
8
32
B.2.3-8 (5) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (5) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (6) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (6) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (7) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (7) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-8 (8) Max
279.0418
379.8659
6980.1445
81624.3778
Base
8
32
B.2.3-8 (8) Min
-335.0027
-604.2728
4775.7512
-65966.1835
Base
8
32
B.2.3-9
-10.6739
-58.5009
2929.0239
4259.783
Base
8
32
B.2.3-10 (1) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (1) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (2) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (2) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (3) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (3) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (4) Max
683.1836
227.1687
3752.5557
47018.032
Base
8
32
B.2.3-10 (4) Min
-704.5313
-344.1706
2105.492
-38498.466
Base
8
32
B.2.3-10 (5) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (5) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (6) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (6) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (7) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (7) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
B.2.3-10 (8) Max
398.6891
597.5915
4398.6194
102653.4906
Base
8
32
B.2.3-10 (8) Min
-420.0369
-714.5934
1459.4283
-94133.9245
Base
8
32
ENVOLVENTE DE SERVICIO Max
683.1836
597.5915
6980.1445
105493.3459
Base
8
32
ENVOLVENTE DE SERVICIO Min
-711.6473
-753.594
1459.4283
-94133.9245
Base
8
32
ENVOLVENTE MAYORADA Max
975.2141
849.5236
9285.7918
150054.6171
Base
8
32
ENVOLVENTE MAYORADA Min
2294.1136
-134172.7648
Base
8
32
B.2.3-3 (2)
-17.8145
-97.5396
4883.2052
7101.215
Base
8
32
B.2.3-4 (2)
-27.999
-112.232
5879.0719
7830.2796
Base
8
32
B.2.3-7 (2)
-27.999
-112.232
5879.0719
7830.2796
Base
8
32
B.2.3-8 (9) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (9) Min
-548.392
-326.4843
5261.423
-24238.4072
Base
8
32
B.2.3-8 (10) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (10) Min
-548.392
-326.4843
5261.423
-24238.4072
Base
8
32
B.2.3-8 (11) Max
492.3941
102.0202
6496.7208
39898.9663
Base
8
32
B.2.3-8 (11) Min
-548.392
-326.4843
5261.423
-24238.4072
-1026.1602 -1073.8794
Page 189 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
8
32
B.2.3-8 (12) Max
Base
8
32
B.2.3-8 (12) Min
Base
8
32
Base
8
Base
8
Base
MX kgf-cm
492.3941
102.0202
6496.7208
39898.9663
-548.392
-326.4843
5261.423
-24238.4072
B.2.3-8 (13) Max
279.0233
379.8373
6981.2686
81625.5602
32
B.2.3-8 (13) Min
-335.0212
-604.3014
4776.8753
-65965.0011
32
B.2.3-8 (14) Max
279.0233
379.8373
6981.2686
81625.5602
8
32
B.2.3-8 (14) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.3-8 (15) Max
279.0233
379.8373
6981.2686
81625.5602
Base
8
32
B.2.3-8 (15) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.3-8 (16) Max
279.0233
379.8373
6981.2686
81625.5602
Base
8
32
B.2.3-8 (16) Min
-335.0212
-604.3014
4776.8753
-65965.0011
Base
8
32
B.2.4-2 (2)
-43.1001
-148.385
7984.1121
10076.533
Base
8
32
B.2.4-3 (2)
-34.9748
-136.6654
7188.7677
9494.7003
Base
8
32
B.2.4-4 (2)
-34.9476
-136.6235
7187.119
Base
8
32
B.2.4-5 (1) DER Max
5515.0364
Base
8
32
B.2.4-5 (1) DER Min
Base
8
32
B.2.4-5 (2) DER Max
Base
8
32
B.2.4-5 (2) DER Min
Base
8
32
B.2.4-5 (3) DER Max
Base
8
32
Base
8
32
Base
8
Base
8
Base
9492.966
2148.3871 13773.5707
351503.4478
-5584.9069
-2421.596
-332519.0923
5515.0364
2148.3871 13773.5707
351503.4478
-5584.9069
-2421.596
-332519.0923
5515.0364
2148.3871 13773.5707
351503.4478
B.2.4-5 (3) DER Min
-5584.9069
-2421.596
-332519.0923
B.2.4-5 (4) DER Max
5515.0364
2148.3871 13773.5707
351503.4478
32
B.2.4-5 (4) DER Min
-5584.9069
-2421.596
-332519.0923
32
B.2.4-5 (5) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
8
32
B.2.4-5 (5) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (6) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (6) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (7) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (7) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-5 (8) DER Max
3239.4448
5111.2957 18941.2531
796515.9143
Base
8
32
B.2.4-5 (8) DER Min
-3309.3153 -5384.5045 -4568.5139
-777531.5589
Base
8
32
B.2.4-7 (1) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (1) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (2) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (2) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (3) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (3) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (4) DER Max
5533.9608
2197.2402 10980.7369
348400.9446
Base
8
32
B.2.4-7 (4) DER Min
-5565.9825 -2372.7429 -2193.6653
-335621.5955
Base
8
32
B.2.4-7 (5) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (5) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (6) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (6) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (7) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (7) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Base
8
32
B.2.4-7 (8) DER Max
3258.3693
5160.1487 16148.4193
793413.4111
Base
8
32
B.2.4-7 (8) DER Min
-3290.3909 -5335.6515 -7361.3477
-780634.0621
Page 190 of 290
599.1685 599.1685 599.1685 599.1685
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
9
36
Base
9
36
Base
9
Base Base
DEAD
-41.7406
LIVE
-12.2811
36
SX Max
7939.2356
2376.8423 10834.8267
354300.7279
9
36
SY Max
1333.505
5054.6086
6597.4905
796542.8726
9
36
Lr
0
0
0
0
Base
9
36
EMPUJE
0
0
0
0
Base
9
36
GRANIZO
-0.0162
0.0214
1.8401
-4.0454
Base
9
36
Sx Estatico
-5517.4912
-623.1112
8916.7937
85816.9792
Base
9
36
Sy Estatico
-236.1778
-4418.9236 -5650.4458
701788.5082
Base
9
36
B.2.4-1
-58.4368
169.3243
8357.1663
-15179.9579
Base
9
36
B.2.4-2 (1)
-69.7384
179.0546
10724.1838
-16864.4661
Base
9
36
B.2.4-3 (1)
-62.3698
166.3348
9388.8469
-15419.5635
Base
9
36
B.2.4-5 (1) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (1) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-6
-37.5665
108.8514
5372.4641
-9758.5443
Base
9
36
B.2.4-7 (1) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (1) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.3-1
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
B.2.3-2
-54.0217
142.1456
8194.966
-13250.9981
Base
9
36
B.2.3-3 (1)
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
ExDIS Max
1417.9475
424.504
1935.1001
63278.11
Base
9
36
ExDIS Min
-1417.9475
-424.504
-1935.1001
-63278.11
Base
9
36
EyDIS Max
238.164
902.7531
1178.3118
142262.5571
Base
9
36
EyDIS Min
-238.164
-902.7531
-1178.3118
-142262.5571
Base
9
36
B.2.4-4 (1)
-62.3698
166.3348
9388.8469
-15419.5635
Base
9
36
B.2.4-5 (2) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (2) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (3) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (3) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (4) Max
1427.0269
861.6648
11677.4405
90537.3136
Base
9
36
B.2.4-5 (4) Min
-1551.7664
-528.9952
7100.2533
-121376.4406
Base
9
36
B.2.4-5 (5) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (5) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (6) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (6) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (7) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (7) Min
-725.918
-863.7695
-176665.5536
Base
9
36
B.2.4-5 (8) Max
601.1785
1196.4391 11147.6887
145826.4265
Base
9
36
B.2.4-5 (8) Min
-725.918
-863.7695
7630.0051
-176665.5536
Base
9
36
B.2.4-7 (2) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (2) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.4-7 (3) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (3) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Base
9
36
B.2.4-7 (4) Max
1451.8302
804.1813
7661.0577
96198.3328
Base
9
36
B.2.4-7 (4) Min
-1526.9632
-586.4786
3083.8705
-115715.4215
Page 191 of 290
FZ kgf
MX kgf-cm
120.9459
5969.4045
-10842.8271
21.1997
2225.5615
7630.0051 7630.0051 7630.0051
-2408.171
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
9
36
Base
9
36
Base
9
36
Base
9
Base
9
Base
B.2.4-7 (5) Max
625.9817
1138.9557
7131.3059
151487.4457
B.2.4-7 (5) Min
-701.1148
-921.2529
3613.6222
-171004.5344
B.2.4-7 (6) Max
625.9817
1138.9557
7131.3059
151487.4457
36
B.2.4-7 (6) Min
-701.1148
-921.2529
3613.6222
-171004.5344
36
B.2.4-7 (7) Max
625.9817
1138.9557
7131.3059
151487.4457
9
36
B.2.4-7 (7) Min
-701.1148
-921.2529
3613.6222
-171004.5344
Base
9
36
B.2.4-7 (8) Max
625.9817
1138.9557
7131.3059
151487.4457
Base
9
36
B.2.4-7 (8) Min
-701.1148
-921.2529
3613.6222
-171004.5344
Base
9
36
B.2.3-4 (1)
-50.9514
136.8457
7638.5756
-12648.9553
Base
9
36
B.2.3-5
-41.7406
120.9459
5969.4045
-10842.8271
Base
9
36
B.2.3-6 (1) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (1) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (2) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (2) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (3) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (3) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (4) Max
1000.8371
607.6769
7571.42
63326.9869
Base
9
36
B.2.3-6 (4) Min
-1084.3182
-365.785
4367.389
-85012.641
Base
9
36
B.2.3-6 (5) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (5) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (6) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (6) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (7) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (7) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-6 (8) Max
422.7432
842.019
7200.5938
102029.366
Base
9
36
B.2.3-6 (8) Min
-506.2243
-600.1271
4738.2152
-123715.0201
Base
9
36
B.2.3-7 (1)
-50.9514
136.8457
7638.5756
-12648.9553
Base
9
36
B.2.3-8 (1) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (1) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (2) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (2) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (3) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (3) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (4) Max
730.9819
501.8939
8840.0873
42978.4051
Base
9
36
B.2.3-8 (4) Min
-832.8846
-228.2025
6437.064
-68276.3158
Base
9
36
B.2.3-8 (5) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (5) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (6) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (6) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (7) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (7) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-8 (8) Max
297.4114
677.6505
8561.9676
72005.1894
Base
9
36
B.2.3-8 (8) Min
-399.3142
-403.9591
6715.1837
-97303.1001
Base
9
36
B.2.3-9
-25.0443
72.5676
3581.6427
-6505.6962
Base
9
36
B.2.3-10 (1) Max
1017.5333
559.2985
5183.6582
67664.1177
Page 192 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
9
36
Base
9
36
B.2.3-10 (1) Min
-1067.622
B.2.3-10 (2) Max
1017.5333
-414.1634
1979.6272
-80675.5102
559.2985
5183.6582
Base
9
36
B.2.3-10 (2) Min
-1067.622
67664.1177
-414.1634
1979.6272
-80675.5102
Base
9
Base
9
36
B.2.3-10 (3) Max
36
B.2.3-10 (3) Min
1017.5333
559.2985
5183.6582
67664.1177
-1067.622
-414.1634
1979.6272
-80675.5102
Base Base
9
36
B.2.3-10 (4) Max
9
36
B.2.3-10 (4) Min
1017.5333
559.2985
5183.6582
67664.1177
-1067.622
-414.1634
1979.6272
-80675.5102
Base
9
36
B.2.3-10 (5) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
Base
9
36
B.2.3-10 (5) Min
-489.5281
-648.5054
2350.4534
-119377.8893
36
B.2.3-10 (6) Max
439.4394
793.6406
4812.832
Base
106366.4968
9
36
B.2.3-10 (6) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
B.2.3-10 (7) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
36
B.2.3-10 (7) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
B.2.3-10 (8) Max
439.4394
793.6406
4812.832
106366.4968
Base
9
36
B.2.3-10 (8) Min
-489.5281
-648.5054
2350.4534
-119377.8893
Base
9
36
ENVOLVENTE DE SERVICIO Max
1017.5333
842.019
8840.0873
106366.4968
Base
9
36
ENVOLVENTE DE SERVICIO Min
-1084.3182
-648.5054
1979.6272
-123715.0201
Base
9
36
ENVOLVENTE MAYORADA Max
1451.8302
1196.4391 11677.4405
151487.4457
Base
9
36
ENVOLVENTE MAYORADA Min
-1551.7664
-921.2529
3083.8705
-176665.5536
Base
9
36
B.2.3-3 (2)
-41.7568
120.9674
5971.2446
-10846.8724
Base
9
36
B.2.3-4 (2)
-50.9636
136.8618
7639.9557
-12651.9894
Base
9
36
B.2.3-7 (2)
-50.9636
136.8618
7639.9557
-12651.9894
Base
9
36
B.2.3-8 (9) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (9) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (10) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (10) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (11) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (11) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (12) Max
730.9697
501.91
8841.4673
42975.3711
Base
9
36
B.2.3-8 (12) Min
-832.8968
-228.1865
6438.4441
-68279.3498
Base
9
36
B.2.3-8 (13) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (13) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (14) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (14) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (15) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (15) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.3-8 (16) Max
297.3993
677.6665
8563.3477
72002.1554
Base
9
36
B.2.3-8 (16) Min
-399.3264
-403.943
6716.5637
-97306.1341
Base
9
36
B.2.4-2 (2)
-69.7465
179.0653
10725.1039
-16866.4888
Base
9
36
B.2.4-3 (2)
-62.3958
166.3691
9391.7911
-15426.0361
Base
9
36
B.2.4-4 (2)
-62.3779
166.3455
9389.767
-15421.5862
Base
9
36
B.2.4-5 (1) DER Max
8276.9173
Base
9
36
B.2.4-5 (1) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (2) DER Max
8276.9173
Base
9
36
B.2.4-5 (2) DER Min
-8401.6569 -3726.8901
Load Case/Combo
Page 193 of 290
4059.5597 22202.9208 -3425.227
4059.5597 22202.9208 -3425.227
577844.0262 -608683.1532 577844.0262 -608683.1532
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
9
36
B.2.4-5 (3) DER Max
8276.9173
Base
9
36
B.2.4-5 (3) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (4) DER Max
8276.9173
Base
9
36
B.2.4-5 (4) DER Min
-8401.6569 -3726.8901
Base
9
36
B.2.4-5 (5) DER Max
3652.9059
Base
9
36
B.2.4-5 (5) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (6) DER Max
3652.9059
Base
9
36
B.2.4-5 (6) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (7) DER Max
3652.9059
Base
9
36
B.2.4-5 (7) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-5 (8) DER Max
3652.9059
Base
9
36
B.2.4-5 (8) DER Min
-3777.6455 -5601.3265
Base
9
36
B.2.4-7 (1) DER Max
8301.7206
Base
9
36
B.2.4-7 (1) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (2) DER Max
8301.7206
4002.0762 18186.5379
583505.0453
Base
9
36
B.2.4-7 (2) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (3) DER Max
8301.7206
583505.0453
Base
9
36
B.2.4-7 (3) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (4) DER Max
8301.7206
4002.0762 18186.5379
583505.0453
Base
9
36
B.2.4-7 (4) DER Min
-8376.8536 -3784.3735 -7441.6098
-603022.134
Base
9
36
B.2.4-7 (5) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (5) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (6) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (6) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (7) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (7) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
9
36
B.2.4-7 (8) DER Max
3677.7092
5876.5126 15220.4026
893074.5467
Base
9
36
B.2.4-7 (8) DER Min
-3752.8422 -5658.8099 -4475.4745
-912591.6354
Base
10
40
DEAD
-29.856
-105.2817
5973.5279
7618.553
Base
10
40
LIVE
6.4497
-25.0132
1380.6651
1363.0448
Base
10
40
SX Max
5258.0911
2776.3823
8625.5617
387077.7867
Base
10
40
SY Max
704.515
6583.0888
6369.9384
921453.708
Base
10
40
Lr
0
0
0
0
Base
10
40
EMPUJE
0
0
0
0
Base
10
40
GRANIZO
-0.1529
0.2314
58.9178
-21.1818
Base
10
40
Sx Estatico
-4658.491
-601.2218
8924.8291
84030.6931
Base
10
40
Sy Estatico
-5.0233
-5819.0991
-5525.152
816050.2915
Base
10
40
B.2.4-1
-41.7984
-147.3943
8362.9391
10665.9742
Base
10
40
B.2.4-2 (1)
-25.5076
-166.3591
9377.2977
11323.1353
Base
10
40
B.2.4-3 (1)
-29.3775
-151.3512
8548.8986
10505.3084
Base
10
40
B.2.4-5 (1) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (1) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-6
-26.8704
-94.7535
5376.1751
6856.6977
Base
10
40
B.2.4-7 (1) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (1) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Page 194 of 290
FY kgf
FZ kgf
4059.5597 22202.9208 -3425.227
4059.5597 22202.9208 -3425.227
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
5933.9961 19236.7855 -459.0917
4002.0762 18186.5379
4002.0762 18186.5379
MX kgf-cm 577844.0262 -608683.1532 577844.0262 -608683.1532 887413.5275 -918252.6545 887413.5275 -918252.6545 887413.5275 -918252.6545 887413.5275 -918252.6545 583505.0453
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
10
40
Base
10
40
Base
10
Base Base
B.2.3-1
-29.856
-105.2817
5973.5279
7618.553
B.2.3-2
-23.4063
-130.2949
7354.193
8981.5978
40
B.2.3-3 (1)
-29.856
-105.2817
5973.5279
7618.553
10
40
ExDIS Max
939.0951
495.8619
1540.5253
69132.0927
10
40
ExDIS Min
-939.0951
-495.8619
-1540.5253
-69132.0927
Base
10
40
EyDIS Max
125.8264
1175.7397
1137.671
164571.6323
Base
10
40
EyDIS Min
-125.8264
-1175.7397
-1137.671
-164571.6323
Base
10
40
B.2.4-4 (1)
-29.3775
-151.3512
8548.8986
10505.3084
Base
10
40
B.2.4-5 (2) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (2) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (3) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (3) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (4) Max
947.4655
697.2326
10430.7252
129008.8908
Base
10
40
B.2.4-5 (4) Min
-1006.2204
-999.935
6667.072
-107998.274
Base
10
40
B.2.4-5 (5) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (5) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (6) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (6) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (7) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (7) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-5 (8) Max
378.1775
1173.147
10148.7272
195816.5685
Base
10
40
B.2.4-5 (8) Min
-436.9324
-1475.8494
6949.07
-174805.9517
Base
10
40
B.2.4-7 (2) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (2) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (3) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (3) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (4) Max
949.9726
753.8303
7258.0017
125360.2801
Base
10
40
B.2.4-7 (4) Min
-1003.7134
-943.3373
3494.3485
-111646.8847
Base
10
40
B.2.4-7 (5) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (5) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (6) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (6) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (7) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (7) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.4-7 (8) Max
380.6845
1229.7447
6976.0037
192167.9578
Base
10
40
B.2.4-7 (8) Min
-434.4253
-1419.2517
3776.3465
-178454.5624
Base
10
40
B.2.3-4 (1)
-25.0187
-124.0416
7009.0268
8640.8366
Base
10
40
B.2.3-5
-29.856
-105.2817
5973.5279
7618.553
Base
10
40
B.2.3-6 (1) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (1) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (2) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (2) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (3) Max
653.9341
488.727
7290.8065
90571.0607
Base
10
40
B.2.3-6 (3) Min
-713.6461
-699.2903
4656.2493
-75333.9547
Base
10
40
B.2.3-6 (4) Max
653.9341
488.727
7290.8065
90571.0607
Page 195 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
10
Base
10
40
B.2.3-6 (4) Min
-713.6461
-699.2903
4656.2493
-75333.9547
40
B.2.3-6 (5) Max
255.4324
821.8671
7093.4079
Base
137336.435
10
40
B.2.3-6 (5) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (6) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (6) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (7) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (7) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-6 (8) Max
255.4324
821.8671
7093.4079
137336.435
Base
10
40
B.2.3-6 (8) Min
-315.1444
-1032.4304
4853.6479
-122099.329
Base
10
40
B.2.3-7 (1)
-25.0187
-124.0416
7009.0268
8640.8366
Base
10
40
B.2.3-8 (1) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (1) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (2) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (2) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (3) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (3) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (4) Max
487.8239
321.4649
7996.9857
70855.2174
Base
10
40
B.2.3-8 (4) Min
-537.8613
-569.5481
6021.0678
-53573.5441
Base
10
40
B.2.3-8 (5) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (5) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (6) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (6) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (7) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (7) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-8 (8) Max
188.9476
571.32
7848.9368
105929.2481
Base
10
40
B.2.3-8 (8) Min
-238.985
-819.4031
6169.1167
-88647.5749
Base
10
40
B.2.3-9
-17.9136
-63.169
3584.1167
4571.1318
Base
10
40
B.2.3-10 (1) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (1) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (2) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (2) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (3) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (3) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (4) Max
665.8765
530.8396
4901.3954
87523.6395
Base
10
40
B.2.3-10 (4) Min
-701.7037
-657.1776
2266.8381
-78381.3759
Base
10
40
B.2.3-10 (5) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (5) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (6) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (6) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (7) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (7) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
B.2.3-10 (8) Max
267.3748
863.9798
4703.9968
134289.0138
Base
10
40
B.2.3-10 (8) Min
-303.202
-990.3178
2464.2367
-125146.7502
Base
10
40
ENVOLVENTE DE SERVICIO Max
665.8765
863.9798
7996.9857
137336.435
Base
10
40
ENVOLVENTE DE SERVICIO Min
-713.6461
-1032.4304
2266.8381
-125146.7502
Page 196 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
10
40
ENVOLVENTE MAYORADA Max
Base
10
40
ENVOLVENTE MAYORADA Min
Base
10
40
B.2.3-3 (2)
-30.0089
Base
10
40
B.2.3-4 (2)
Base
10
40
B.2.3-7 (2)
Base
10
40
Base
10
Base
10
Base
10
Base
10
Base
949.9726
FY kgf
FZ kgf
1229.7447 10430.7252
-1006.2204 -1475.8494
MX kgf-cm 195816.5685
3494.3485
-178454.5624
-105.0503
6032.4457
7597.3712
-25.1334
-123.868
7053.2151
8624.9503
-25.1334
-123.868
7053.2151
8624.9503
B.2.3-8 (9) Max
487.7092
321.6385
8041.1741
70839.331
40
B.2.3-8 (9) Min
-537.9759
-569.3745
6065.2562
-53589.4305
40
B.2.3-8 (10) Max
487.7092
321.6385
8041.1741
70839.331
40
B.2.3-8 (10) Min
-537.9759
-569.3745
6065.2562
-53589.4305
40
B.2.3-8 (11) Max
487.7092
321.6385
8041.1741
70839.331
10
40
B.2.3-8 (11) Min
-537.9759
-569.3745
6065.2562
-53589.4305
Base
10
40
B.2.3-8 (12) Max
487.7092
321.6385
8041.1741
70839.331
Base
10
40
B.2.3-8 (12) Min
-537.9759
-569.3745
6065.2562
-53589.4305
Base
10
40
B.2.3-8 (13) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (13) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (14) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (14) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (15) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (15) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.3-8 (16) Max
188.833
571.4936
7893.1251
105913.3618
Base
10
40
B.2.3-8 (16) Min
-239.0997
-819.2296
6213.3051
-88663.4613
Base
10
40
B.2.4-2 (2)
-25.5841
-166.2434
9406.7566
11312.5444
Base
10
40
B.2.4-3 (2)
-29.6221
-150.9809
8643.1672
10471.4176
Base
10
40
B.2.4-4 (2)
-29.4539
-151.2355
8578.3575
10494.7175
Base
10
40
B.2.4-5 (1) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (1) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (2) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (2) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (3) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (3) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (4) DER Max
5440.0682
4599.9578 19085.4419
674019.2075
Base
10
40
B.2.4-5 (4) DER Min
-5498.8231 -4902.6602 -1987.6446
-653008.5907
Base
10
40
B.2.4-5 (5) DER Max
2252.5649
Base
10
40
B.2.4-5 (5) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (6) DER Max
2252.5649
Base
10
40
B.2.4-5 (6) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (7) DER Max
2252.5649
Base
10
40
B.2.4-5 (7) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-5 (8) DER Max
2252.5649
Base
10
40
B.2.4-5 (8) DER Min
-2311.3198 -7567.3547
Base
10
40
B.2.4-7 (1) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (1) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (2) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (2) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (3) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Page 197 of 290
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
7264.6523 17506.5055 1048082.3525 -408.7083
-1027072
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
10
40
B.2.4-7 (3) DER Min
-5496.316
-4846.0625 -5160.3681
Base
10
40
B.2.4-7 (4) DER Max
5442.5753
4656.5555 15912.7183
670370.5968
Base
10
40
B.2.4-7 (4) DER Min
-5496.316
-4846.0625 -5160.3681
-656657.2014
Base
10
40
B.2.4-7 (5) DER Max
2255.072
7321.25
14333.782
Base
10
40
B.2.4-7 (5) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (6) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (6) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (7) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (7) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
10
40
B.2.4-7 (8) DER Max
2255.072
7321.25
14333.782
1044433.7418
Base
10
40
B.2.4-7 (8) DER Min
-2308.8128
-7510.757
-3581.4318
-1030720
Base
11
44
DEAD
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
LIVE
6.6346
26.9389
1048.9446
-2876.5198
Base
11
44
SX Max
4279.8392
2876.8931
8661.0821
395284.2547
Base
11
44
SY Max
816.7951
6797.4026
1753.5099
938953.934
Base
11
44
Lr
0
0
0
0
Base
11
44
EMPUJE
0
0
0
0
Base
11
44
GRANIZO
-0.1482
-0.2181
57.2174
15.5019
Base
11
44
Sx Estatico
-4243.2924
-635.1904
8800.772
86802.7061
Base
11
44
Sy Estatico
29.8921
-6011.378
1824.0676
831741.2766
Base
11
44
B.2.4-1
-37.4968
98.449
7177.3618
-9396.1544
Base
11
44
B.2.4-2 (1)
-21.5248
127.487
7830.3358
-12656.2784
Base
11
44
B.2.4-3 (1)
-25.5055
111.3237
7200.969
-10930.3665
Base
11
44
B.2.4-5 (1) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (1) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-6
-24.1051
63.2887
4614.0183
-6040.385
Base
11
44
B.2.4-7 (1) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (1) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.3-1
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
B.2.3-2
-20.1488
97.2596
6175.6316
-9588.0587
Base
11
44
B.2.3-3 (1)
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
ExDIS Max
764.3793
513.8131
1546.8693
70597.7679
Base
11
44
ExDIS Min
-764.3793
-513.8131
-1546.8693
-70597.7679
Base
11
44
EyDIS Max
145.8796
1214.0161
313.1769
167697.1726
Base
11
44
EyDIS Min
-145.8796
-1214.0161
-313.1769
-167697.1726
Base
11
44
B.2.4-4 (1)
-25.5055
111.3237
7200.969
-10930.3665
Base
11
44
B.2.4-5 (2) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (2) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (3) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (3) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (4) Max
782.6377
989.3417
8841.7913
109976.5532
Base
11
44
B.2.4-5 (4) Min
-833.6487
-766.6942
5560.1467
-131837.2861
Base
11
44
B.2.4-5 (5) Max
349.6879
1479.4838
7978.2066
177946.1365
Base
11
44
B.2.4-5 (5) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-5 (6) Max
349.6879
1479.4838
7978.2066
177946.1365
Load Case/Combo
Page 198 of 290
FY kgf
FZ kgf
MX kgf-cm -656657.2014
1044433.7418
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
11
Base
11
44
B.2.4-5 (6) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
44
B.2.4-5 (7) Max
349.6879
1479.4838
7978.2066
Base
177946.1365
11
44
B.2.4-5 (7) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-5 (8) Max
349.6879
1479.4838
7978.2066
177946.1365
Base
11
44
B.2.4-5 (8) Min
-400.6989
-1256.8363
6423.7314
-199806.8694
Base
11
44
B.2.4-7 (2) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (2) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (3) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (3) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (4) Max
784.0381
941.3066
6254.8406
114866.5347
Base
11
44
B.2.4-7 (4) Min
-832.2482
-814.7293
2973.196
-126947.3047
Base
11
44
B.2.4-7 (5) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (5) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (6) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (6) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (7) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (7) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.4-7 (8) Max
351.0883
1431.4487
5391.256
182836.118
Base
11
44
B.2.4-7 (8) Min
-399.2985
-1304.8714
3836.7807
-194916.888
Base
11
44
B.2.3-4 (1)
-21.8075
90.5249
5913.3955
-8868.9287
Base
11
44
B.2.3-5
-26.7834
70.3207
5126.687
-6711.5389
Base
11
44
B.2.3-6 (1) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (1) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (2) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (2) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (3) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (3) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (4) Max
538.9168
684.9333
6275.2626
77923.3049
Base
11
44
B.2.3-6 (4) Min
-592.4836
-544.2918
3978.1114
-91346.3827
Base
11
44
B.2.3-6 (5) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (5) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (6) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (6) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (7) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (7) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-6 (8) Max
235.852
1028.0327
5670.7534
125502.0132
Base
11
44
B.2.3-6 (8) Min
-289.4188
-887.3913
4582.6207
-138925.091
Base
11
44
B.2.3-7 (1)
-21.8075
90.5249
5913.3955
-8868.9287
Base
11
44
B.2.3-8 (1) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (1) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (2) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (2) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (3) Max
402.4677
551.4843
6774.8272
54607.2041
Base
11
44
B.2.3-8 (3) Min
-446.0826
-370.4346
5051.9637
-72345.0616
Base
11
44
B.2.3-8 (4) Max
402.4677
551.4843
6774.8272
54607.2041
Page 199 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
11
Base
11
44
B.2.3-8 (4) Min
-446.0826
-370.4346
5051.9637
-72345.0616
44
B.2.3-8 (5) Max
175.1691
808.8089
6321.4452
Base
90291.2353
11
44
B.2.3-8 (5) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (6) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (6) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (7) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (7) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-8 (8) Max
175.1691
808.8089
6321.4452
90291.2353
Base
11
44
B.2.3-8 (8) Min
-218.784
-627.7592
5505.3457
-108029.0928
Base
11
44
B.2.3-9
-16.07
42.1924
3076.0122
-4026.9233
Base
11
44
B.2.3-10 (1) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (1) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (2) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (2) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (3) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (3) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (4) Max
549.6302
656.805
4224.5878
80607.9204
Base
11
44
B.2.3-10 (4) Min
-581.7703
-572.4201
1927.4366
-88661.7671
Base
11
44
B.2.3-10 (5) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (5) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (6) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (6) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (7) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (7) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
B.2.3-10 (8) Max
246.5653
999.9045
3620.0786
128186.6288
Base
11
44
B.2.3-10 (8) Min
-278.7054
-915.5196
2531.9459
-136240.4754
Base
11
44
ENVOLVENTE DE SERVICIO Max
549.6302
1028.0327
6774.8272
128186.6288
Base
11
44
ENVOLVENTE DE SERVICIO Min
-592.4836
-915.5196
1927.4366
-138925.091
Base
11
44
ENVOLVENTE MAYORADA Max
784.0381
1479.4838
8841.7913
182836.118
Base
11
44
ENVOLVENTE MAYORADA Min
-833.6487
-1304.8714
2973.196
-199806.8694
Base
11
44
B.2.3-3 (2)
-26.9316
70.1026
5183.9044
-6696.037
Base
11
44
B.2.3-4 (2)
-21.9187
90.3613
5956.3085
-8857.3023
Base
11
44
B.2.3-7 (2)
-21.9187
90.3613
5956.3085
-8857.3023
Base
11
44
B.2.3-8 (9) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (9) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (10) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (10) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (11) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (11) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (12) Max
402.3565
551.3207
6817.7402
54618.8305
Base
11
44
B.2.3-8 (12) Min
-446.1938
-370.5981
5094.8768
-72333.4352
Base
11
44
B.2.3-8 (13) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (13) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.3-8 (14) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (14) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Page 200 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
Base
11
44
B.2.3-8 (15) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (15) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.3-8 (16) Max
175.0579
808.6453
6364.3583
90302.8617
Base
11
44
B.2.3-8 (16) Min
-218.8952
-627.9227
5548.2587
-108017.4664
Base
11
44
B.2.4-2 (2)
-21.5989
127.378
7858.9444
-12648.5274
Base
11
44
B.2.4-3 (2)
-25.7427
110.9747
7292.5168
-10905.5635
Base
11
44
B.2.4-4 (2)
-25.5796
111.2147
7229.5777
-10922.6155
Base
11
44
B.2.4-5 (1) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (1) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (2) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (2) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (3) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (3) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (4) DER Max
4499.3723
5027.4376 16388.1041
666040.0685
Base
11
44
B.2.4-5 (4) DER Min
-4550.3833 -4804.7902 -1986.1661
-687900.8014
Base
11
44
B.2.4-5 (5) DER Max
2075.2413
Base
11
44
B.2.4-5 (5) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (6) DER Max
2075.2413
Base
11
44
B.2.4-5 (6) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (7) DER Max
2075.2413
Base
11
44
B.2.4-5 (7) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-5 (8) DER Max
2075.2413
Base
11
44
B.2.4-5 (8) DER Min
-2126.2524 -7549.1468
Base
11
44
B.2.4-7 (1) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (1) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (2) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (2) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (3) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (3) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (4) DER Max
4500.7727
4979.4025 13801.1534
670930.0499
Base
11
44
B.2.4-7 (4) DER Min
-4548.9828 -4852.8252 -4573.1168
-683010.8199
Base
11
44
B.2.4-7 (5) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (5) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (6) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (6) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (7) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (7) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
11
44
B.2.4-7 (8) DER Max
2076.6418
7723.7592
8965.8528
1051498.8254
Base
11
44
B.2.4-7 (8) DER Min
-2124.8519 -7597.1819
262.1838
-1063580
Base
12
48
DEAD
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
LIVE
14.641
-17.9031
911.2698
782.8192
Base
12
48
SX Max
3808.8069
2340.2918
7668.345
351454.9399
Base
12
48
SY Max
1398.2672
5385.0468
9147.0877
823561.7927
Base
12
48
Lr
0
0
0
0
Base
12
48
EMPUJE
0
0
0
0
Page 201 of 290
FY kgf
FZ kgf
MX kgf-cm
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
7771.7942 11552.8035 1046608.8439 2849.1345
-1068470
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
FX kgf
Base
12
48
GRANIZO
-0.0271
-0.0526
2.9424
1.9946
Base
12
48
Sx Estatico
-3775.469
-525.9325
7305.0217
77886.6795
Base
12
48
Sy Estatico
208.1765
-4728.0836
9371.2249
727017.6105
Base
12
48
B.2.4-1
-8.4542
-117.1899
4951.3271
8201.129
Base
12
48
B.2.4-2 (1)
16.1792
-129.0933
5702.0263
8282.0498
Base
12
48
B.2.4-3 (1)
7.3946
-118.3515
5155.2645
7812.3583
Base
12
48
B.2.4-5 (1) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (1) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-6
-5.4348
-75.3363
3182.996
5272.1543
Base
12
48
B.2.4-7 (1) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (1) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.3-1
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
B.2.3-2
8.6023
-101.6101
4447.932
6640.7684
Base
12
48
B.2.3-3 (1)
-6.0387
-83.7071
3536.6622
5857.9493
Base
12
48
ExDIS Max
680.2529
417.9761
1369.5664
62769.8523
Base
12
48
ExDIS Min
-680.2529
-417.9761
-1369.5664
-62769.8523
Base
12
48
EyDIS Max
249.7305
961.7694
1633.6699
147088.1362
Base
12
48
EyDIS Min
-249.7305
-961.7694
-1633.6699
-147088.1362
Base
12
48
B.2.4-4 (1)
7.3946
-118.3515
5155.2645
7812.3583
Base
12
48
B.2.4-5 (2) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (2) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (3) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (3) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (4) Max
762.5667
588.1554
7014.9318
114708.6514
Base
12
48
B.2.4-5 (4) Min
-747.7775
-824.8584
3295.5971
-99083.9348
Base
12
48
B.2.4-5 (5) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (5) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (6) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (6) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (7) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (7) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-5 (8) Max
461.201
968.8107
7199.8042
173731.4501
Base
12
48
B.2.4-5 (8) Min
-446.4118
-1205.5137
3110.7247
-158106.7336
Base
12
48
B.2.4-7 (2) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (2) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (3) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (3) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (4) Max
749.7373
631.1706
5042.6634
112168.4474
Base
12
48
B.2.4-7 (4) Min
-760.6069
-781.8433
1323.3286
-101624.1388
Base
12
48
B.2.4-7 (5) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (5) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.4-7 (6) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (6) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.4-7 (7) Max
448.3716
1011.8259
5227.5358
171191.2462
Base
12
48
B.2.4-7 (7) Min
-459.2412
-1162.4985
1138.4562
-160646.9375
Load Case/Combo
Page 202 of 290
FY kgf
FZ kgf
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
Base
12
48
B.2.4-7 (8) Max
Base
12
48
B.2.4-7 (8) Min
448.3716
1011.8259
5227.5358
171191.2462
-459.2412
-1162.4985
1138.4562
-160646.9375
Base
12
48
B.2.3-4 (1)
4.9421
-97.1343
4220.1146
6445.0636
Base
12
48
B.2.3-5
Base
12
48
B.2.3-6 (1) Max
-6.0387
-83.7071
3536.6622
5857.9493
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (1) Min
Base
12
48
B.2.3-6 (2) Max
-534.6591
-578.2619
2234.8951
-68969.4559
522.5818
410.8478
4838.4294
Base
12
48
B.2.3-6 (2) Min
80685.3544
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (3) Max
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (3) Min
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (4) Max
522.5818
410.8478
4838.4294
80685.3544
Base
12
48
B.2.3-6 (4) Min
-534.6591
-578.2619
2234.8951
-68969.4559
Base
12
48
B.2.3-6 (5) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (5) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (6) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (6) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (7) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (7) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-6 (8) Max
311.6258
677.3065
4967.8401
122001.3135
Base
12
48
B.2.3-6 (8) Min
-323.7032
-844.7206
2105.4844
-110285.415
Base
12
48
B.2.3-7 (1)
4.9421
-97.1343
4220.1146
6445.0636
Base
12
48
B.2.3-8 (1) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (1) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (2) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (2) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (3) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (3) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (4) Max
401.4074
273.7818
5196.4399
62565.6175
Base
12
48
B.2.3-8 (4) Min
-391.5233
-468.0505
3243.7892
-49675.4902
Base
12
48
B.2.3-8 (5) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (5) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (6) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (6) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (7) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (7) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-8 (8) Max
243.1904
473.6258
5293.498
93552.5869
Base
12
48
B.2.3-8 (8) Min
-233.3063
-667.8945
3146.7312
-80662.4596
Base
12
48
B.2.3-9
-3.6232
-50.2242
2121.9973
3514.7696
Base
12
48
B.2.3-10 (1) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (1) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (2) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (2) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (3) Max
524.9972
444.3306
3423.7645
78342.1747
Base
12
48
B.2.3-10 (3) Min
-532.2437
-544.7791
820.2302
-71312.6356
Base
12
48
B.2.3-10 (4) Max
524.9972
444.3306
3423.7645
78342.1747
Page 203 of 290
MX kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
Base
12
Base
12
Base
48
B.2.3-10 (4) Min
-532.2437
-544.7791
820.2302
-71312.6356
48
B.2.3-10 (5) Max
314.0413
710.7893
3553.1752
119658.1338
12
48
B.2.3-10 (5) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (6) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (6) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (7) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (7) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
B.2.3-10 (8) Max
314.0413
710.7893
3553.1752
119658.1338
Base
12
48
B.2.3-10 (8) Min
-321.2877
-811.2378
690.8195
-112628.5947
Base
12
48
ENVOLVENTE DE SERVICIO Max
524.9972
710.7893
5293.498
122001.3135
Base
12
48
ENVOLVENTE DE SERVICIO Min
-534.6591
-844.7206
690.8195
-112628.5947
Base
12
48
ENVOLVENTE MAYORADA Max
762.5667
1011.8259
7199.8042
173731.4501
Base
12
48
ENVOLVENTE MAYORADA Min
-760.6069
-1205.5137
1138.4562
-160646.9375
Base
12
48
B.2.3-3 (2)
-6.0658
-83.7597
3539.6046
5859.9439
Base
12
48
B.2.3-4 (2)
4.9217
-97.1738
4222.3213
6446.5596
Base
12
48
B.2.3-7 (2)
4.9217
-97.1738
4222.3213
6446.5596
Base
12
48
B.2.3-8 (9) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (9) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (10) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (10) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (11) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (11) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (12) Max
401.3871
273.7423
5198.6467
62567.1135
Base
12
48
B.2.3-8 (12) Min
-391.5436
-468.0899
3245.996
-49673.9943
Base
12
48
B.2.3-8 (13) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (13) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (14) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (14) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (15) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (15) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.3-8 (16) Max
243.1701
473.5864
5295.7047
93554.0829
Base
12
48
B.2.3-8 (16) Min
-233.3266
-667.9339
3148.938
-80660.9636
Base
12
48
B.2.4-2 (2)
16.1656
-129.1196
5703.4975
8283.0471
Base
12
48
B.2.4-3 (2)
7.3512
-118.4357
5159.9722
7815.5497
Base
12
48
B.2.4-4 (2)
7.381
-118.3778
5156.7356
7813.3556
Base
12
48
B.2.4-5 (1) DER Max
4235.6817
Base
12
48
B.2.4-5 (1) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (2) DER Max
4235.6817
Base
12
48
B.2.4-5 (2) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (3) DER Max
4235.6817
Base
12
48
B.2.4-5 (3) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (4) DER Max
4235.6817
Base
12
48
B.2.4-5 (4) DER Min
-4220.8925 -4074.1574 -5257.2069
Base
12
48
B.2.4-5 (5) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (5) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Page 204 of 290
FZ kgf
3837.4543 15567.7358 3837.4543 15567.7358 3837.4543 15567.7358 3837.4543 15567.7358
MX kgf-cm
606335.836 -590711.1194 606335.836 -590711.1194 606335.836 -590711.1194 606335.836 -590711.1194
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 1 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
FX kgf
FY kgf
FZ kgf
MX kgf-cm
Base
12
48
B.2.4-5 (6) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (6) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-5 (7) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (7) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-5 (8) DER Max
2548.3039
5968.7829 16602.8556
936810.6329
Base
12
48
B.2.4-5 (8) DER Min
-2533.5147 -6205.4859 -6292.3267
-921185.9163
Base
12
48
B.2.4-7 (1) DER Max
4222.8523
Base
12
48
B.2.4-7 (1) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (2) DER Max
4222.8523
Base
12
48
B.2.4-7 (2) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (3) DER Max
4222.8523
Base
12
48
B.2.4-7 (3) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (4) DER Max
4222.8523
Base
12
48
B.2.4-7 (4) DER Min
-4233.7219 -4031.1422 -7229.4753
Base
12
48
B.2.4-7 (5) DER Max
2535.4745
Base
12
48
B.2.4-7 (5) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (6) DER Max
2535.4745
Base
12
48
B.2.4-7 (6) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (7) DER Max
2535.4745
Base
12
48
B.2.4-7 (7) DER Min
-2546.3441 -6162.4707 -8264.5951
Base
12
48
B.2.4-7 (8) DER Max
2535.4745
Base
12
48
B.2.4-7 (8) DER Min
-2546.3441 -6162.4707 -8264.5951
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674
603795.632 -593251.3233
3880.4695 13595.4674 6011.798 6011.798 6011.798 6011.798
603795.632 -593251.3233
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
14630.5872
934270.429 -923726.1203
Table 5.8 - Joint Reactions (Part 2 of 2) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
1
4
DEAD
2396.1014
38.9662
Base
1
4
LIVE
833.4791
17.1678
Base
1
4
SX Max
1227257.0544
54537.559
Base
1
4
SY Max
204470.3631
19688.9985
Base
1
4
Lr
0
0
Base
1
4
EMPUJE
0
0
Base
1
4
GRANIZO
-3.9905
0.2576
Base
1
4
Sx Estatico
-861318.4985 -12625.4629
Base
1
4
Sy Estatico
-38008.3072
-4145.7122
Base
1
4
B.2.4-1
3354.5419
54.5527
Base
1
4
B.2.4-2 (1)
4208.8882
74.2279
Base
1
4
B.2.4-3 (1)
3708.8007
63.9273
Base
1
4
B.2.4-5 (1) Max
233852.4327
10859.2719
Base
1
4
B.2.4-5 (1) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-6
Base
1
4
Base
1
4
Base
1
Base
1
2156.4912
35.0696
B.2.4-7 (1) Max
232300.1232
10830.4142
B.2.4-7 (1) Min
-227987.1407
-10760.275
4
B.2.3-1
2396.1014
38.9662
4
B.2.3-2
3229.5804
56.134
Page 205 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
1
4
B.2.3-3 (1)
2396.1014
38.9662
Base
1
4
ExDIS Max
219188.1099
9740.408
Base
1
4
ExDIS Min
-219188.1099
-9740.408
Base
1
4
EyDIS Max
36518.4069
3516.4551
Base
1
4
EyDIS Min
-36518.4069
-3516.4551
Base
1
4
B.2.4-4 (1)
3708.8007
63.9273
Base
1
4
B.2.4-5 (2) Max
233852.4327
10859.2719
Base
1
4
B.2.4-5 (2) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (3) Max
233852.4327
Base
1
4
B.2.4-5 (3) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (4) Max
233852.4327
Base
1
4
B.2.4-5 (4) Min
-226434.8312 -10731.4173
Base
1
4
B.2.4-5 (5) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (5) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (6) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (6) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (7) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (7) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-5 (8) Max
105983.6405
6502.5048
Base
1
4
B.2.4-5 (8) Min
-98566.0391
-6374.6503
Base
1
4
B.2.4-7 (2) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (2) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (3) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (3) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (4) Max
232300.1232
10830.4142
Base
1
4
B.2.4-7 (4) Min
-227987.1407
-10760.275
Base
1
4
B.2.4-7 (5) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (5) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (6) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (6) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (7) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (7) Min
-100118.3486
-6403.5079
Base
1
4
B.2.4-7 (8) Max
104431.3311
6473.6472
Base
1
4
B.2.4-7 (8) Min
-100118.3486
-6403.5079
Base
1
4
B.2.3-4 (1)
3021.2107
51.8421
Base
1
4
B.2.3-5
2396.1014
38.9662
Base
1
4
B.2.3-6 (1) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (1) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (2) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (2) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (3) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (3) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (4) Max
163496.6438
7595.7075
Base
1
4
B.2.3-6 (4) Min
-158704.441
-7517.775
Base
1
4
B.2.3-6 (5) Max
73988.4893
4545.9705
Load Case/Combo
Page 206 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
1
Base
1
Base
4
B.2.3-6 (5) Min
-69196.2865
-4468.038
4
B.2.3-6 (6) Max
73988.4893
4545.9705
1
4
B.2.3-6 (6) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-6 (7) Max
73988.4893
4545.9705
Base
1
4
B.2.3-6 (7) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-6 (8) Max
73988.4893
4545.9705
Base
1
4
B.2.3-6 (8) Min
-69196.2865
-4468.038
Base
1
4
B.2.3-7 (1)
3021.2107
51.8421
Base
1
4
B.2.3-8 (1) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (1) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (2) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (2) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (3) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (3) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (4) Max
123846.6175
5719.398
Base
1
4
B.2.3-8 (4) Min
-117804.1961
-5615.7138
Base
1
4
B.2.3-8 (5) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (5) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (6) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (6) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (7) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (7) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-8 (8) Max
56715.5016
3432.0953
Base
1
4
B.2.3-8 (8) Min
-50673.0802
-3328.4111
Base
1
4
B.2.3-9
1437.6608
23.3797
Base
1
4
B.2.3-10 (1) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (1) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (2) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (2) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (3) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (3) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (4) Max
162538.2032
7580.121
Base
1
4
B.2.3-10 (4) Min
-159662.8816
-7533.3615
Base
1
4
B.2.3-10 (5) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (5) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (6) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (6) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (7) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (7) Min
-70154.7271
-4483.6245
Base
1
4
B.2.3-10 (8) Max
73030.0487
4530.384
Base
1
4
B.2.3-10 (8) Min
-70154.7271
-4483.6245
Base
1
4
ENVOLVENTE DE SERVICIO Max
163496.6438
7595.7075
Base
1
4
ENVOLVENTE DE SERVICIO Min
-159662.8816
-7533.3615
Base
1
4
ENVOLVENTE MAYORADA Max
233852.4327
10859.2719
Base
1
4
ENVOLVENTE MAYORADA Min
-227987.1407
-10760.275
Page 207 of 290
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
1
4
B.2.3-3 (2)
2392.1109
39.2239
Base
1
4
B.2.3-4 (2)
3018.2178
52.0353
Base
1
4
B.2.3-7 (2)
3018.2178
52.0353
Base
1
4
B.2.3-8 (9) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (9) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (10) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (10) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (11) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (11) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (12) Max
123843.6246
5719.5912
Base
1
4
B.2.3-8 (12) Min
-117807.189
-5615.5206
Base
1
4
B.2.3-8 (13) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (13) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (14) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (14) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (15) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (15) Min
-50676.0731
-3328.2179
Base
1
4
B.2.3-8 (16) Max
56712.5087
3432.2885
Base
1
4
B.2.3-8 (16) Min
-50676.0731
-3328.2179
Base
1
4
B.2.4-2 (2)
4206.8929
74.3567
Base
1
4
B.2.4-3 (2)
3702.4159
64.3394
Base
1
4
B.2.4-4 (2)
3706.8055
64.0561
Base
1
4
B.2.4-5 (1) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (1) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (2) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (2) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (3) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (3) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (4) DER Max
1292306.964
60508.1859
Base
1
4
B.2.4-5 (4) DER Min
-1284889
-60380.3313
Base
1
4
B.2.4-5 (5) DER Max
576356.2801
36114.1935
Base
1
4
B.2.4-5 (5) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (6) DER Max
576356.2801
Base
1
4
B.2.4-5 (6) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (7) DER Max
576356.2801
Base
1
4
B.2.4-5 (7) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-5 (8) DER Max
576356.2801
Base
1
4
B.2.4-5 (8) DER Min
-568938.6787 -35986.3389
Base
1
4
B.2.4-7 (1) DER Max
1290754.6545 60479.3282
Base
1
4
B.2.4-7 (1) DER Min
Base
1
4
B.2.4-7 (2) DER Max
Base
1
4
B.2.4-7 (2) DER Min
Base
1
4
B.2.4-7 (3) DER Max
Base
1
4
B.2.4-7 (3) DER Min
Base
1
4
B.2.4-7 (4) DER Max
Page 208 of 290
-1286442
36114.1935 36114.1935 36114.1935
-60409.189
1290754.6545 60479.3282 -1286442
-60409.189
1290754.6545 60479.3282 -1286442
-60409.189
1290754.6545 60479.3282
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
1
4
B.2.4-7 (4) DER Min
-1286442
-60409.189
Base
1
4
B.2.4-7 (5) DER Max
574803.9707
36085.3358
Base
1
4
B.2.4-7 (5) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (6) DER Max
574803.9707
Base
1
4
B.2.4-7 (6) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (7) DER Max
574803.9707
Base
1
4
B.2.4-7 (7) DER Min
-570490.9882 -36015.1966
Base
1
4
B.2.4-7 (8) DER Max
574803.9707
Base
1
4
B.2.4-7 (8) DER Min
-570490.9882 -36015.1966
Base
2
8
DEAD
-320.177
Base
2
8
LIVE
-1353.4122
17.1678
Base
2
8
SX Max
840695.6906
54537.559
Base
2
8
SY Max
109774.7043
19688.9985
Base
2
8
Lr
0
0
Base
2
8
EMPUJE
0
0
Base
2
8
GRANIZO
-1.7118
0.2576
Base
2
8
Sx Estatico
Base
2
8
Sy Estatico
-7409.151
Base
2
8
B.2.4-1
-448.2478
54.5527
Base
2
8
B.2.4-2 (1)
-2549.6719
74.2279
Base
2
8
B.2.4-3 (1)
-1737.6246
63.9273
Base
2
8
B.2.4-5 (1) Max
154292.3544
10859.2719
Base
2
8
B.2.4-5 (1) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-6
Base
2
8
Base
2
8
Base
2
Base
Load Case/Combo
MY kgf-cm
MZ kgf-cm
36085.3358 36085.3358 36085.3358 38.9662
-747044.2042 -12625.4629 -4145.7122
-288.1593
35.0696
B.2.4-7 (1) Max
155741.8197
10830.4142
B.2.4-7 (1) Min
-156318.1383
-10760.275
8
B.2.3-1
-320.177
38.9662
2
8
B.2.3-2
-1673.5892
56.134
Base
2
8
B.2.3-3 (1)
-320.177
38.9662
Base
2
8
ExDIS Max
150148.2503
9740.408
Base
2
8
ExDIS Min
-150148.2503
-9740.408
Base
2
8
EyDIS Max
19605.7622
3516.4551
Base
2
8
EyDIS Min
-19605.7622
-3516.4551
Base
2
8
B.2.4-4 (1)
-1737.6246
63.9273
Base
2
8
B.2.4-5 (2) Max
154292.3544
10859.2719
Base
2
8
B.2.4-5 (2) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (3) Max
154292.3544
Base
2
8
B.2.4-5 (3) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (4) Max
154292.3544
Base
2
8
B.2.4-5 (4) Min
-157767.6036 -10731.4173
Base
2
8
B.2.4-5 (5) Max
62912.6127
6502.5048
Base
2
8
B.2.4-5 (5) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-5 (6) Max
62912.6127
6502.5048
Base
2
8
B.2.4-5 (6) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-5 (7) Max
62912.6127
6502.5048
Page 209 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
2
Base
2
8
B.2.4-5 (7) Min
-66387.8619
-6374.6503
8
B.2.4-5 (8) Max
62912.6127
Base
6502.5048
2
8
B.2.4-5 (8) Min
-66387.8619
-6374.6503
Base
2
8
B.2.4-7 (2) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (2) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (3) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (3) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (4) Max
155741.8197
10830.4142
Base
2
8
B.2.4-7 (4) Min
-156318.1383
-10760.275
Base
2
8
B.2.4-7 (5) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (5) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (6) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (6) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (7) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (7) Min
-64938.3966
-6403.5079
Base
2
8
B.2.4-7 (8) Max
64362.078
6473.6472
Base
2
8
B.2.4-7 (8) Min
-64938.3966
-6403.5079
Base
2
8
B.2.3-4 (1)
-1335.2362
51.8421
Base
2
8
B.2.3-5
-320.177
38.9662
Base
2
8
B.2.3-6 (1) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (1) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (2) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (2) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (3) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (3) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (4) Max
108900.8083
7595.7075
Base
2
8
B.2.3-6 (4) Min
-109541.1623
-7517.775
Base
2
8
B.2.3-6 (5) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (5) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (6) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (6) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (7) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (7) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-6 (8) Max
44934.9891
4545.9705
Base
2
8
B.2.3-6 (8) Min
-45575.3431
-4468.038
Base
2
8
B.2.3-7 (1)
-1335.2362
51.8421
Base
2
8
B.2.3-8 (1) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (1) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (2) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (2) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (3) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (3) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (4) Max
80580.5028
5719.398
Base
2
8
B.2.3-8 (4) Min
-83250.9751
-5615.7138
Base
2
8
B.2.3-8 (5) Max
32606.1384
3432.0953
Page 210 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
2
Base
2
8
B.2.3-8 (5) Min
-35276.6107
-3328.4111
8
B.2.3-8 (6) Max
32606.1384
Base
3432.0953
2
8
B.2.3-8 (6) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-8 (7) Max
32606.1384
3432.0953
Base
2
8
B.2.3-8 (7) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-8 (8) Max
32606.1384
3432.0953
Base
2
8
B.2.3-8 (8) Min
-35276.6107
-3328.4111
Base
2
8
B.2.3-9
-192.1062
23.3797
Base
2
8
B.2.3-10 (1) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (1) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (2) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (2) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (3) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (3) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (4) Max
109028.8791
7580.121
Base
2
8
B.2.3-10 (4) Min
-109413.0915
-7533.3615
Base
2
8
B.2.3-10 (5) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (5) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (6) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (6) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (7) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (7) Min
-45447.2723
-4483.6245
Base
2
8
B.2.3-10 (8) Max
45063.0599
4530.384
Base
2
8
B.2.3-10 (8) Min
-45447.2723
-4483.6245
Base
2
8
ENVOLVENTE DE SERVICIO Max
109028.8791
7595.7075
Base
2
8
ENVOLVENTE DE SERVICIO Min
-109541.1623
-7533.3615
Base
2
8
ENVOLVENTE MAYORADA Max
155741.8197
10859.2719
Base
2
8
ENVOLVENTE MAYORADA Min
-157767.6036
-10760.275
Base
2
8
B.2.3-3 (2)
-321.8888
39.2239
Base
2
8
B.2.3-4 (2)
-1336.52
52.0353
Base
2
8
B.2.3-7 (2)
-1336.52
52.0353
Base
2
8
B.2.3-8 (9) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (9) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (10) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (10) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (11) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (11) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (12) Max
80579.2189
5719.5912
Base
2
8
B.2.3-8 (12) Min
-83252.259
-5615.5206
Base
2
8
B.2.3-8 (13) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (13) Min
-35277.8946
-3328.2179
Base
2
8
B.2.3-8 (14) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (14) Min
-35277.8946
-3328.2179
Base
2
8
B.2.3-8 (15) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (15) Min
-35277.8946
-3328.2179
Page 211 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
2
8
B.2.3-8 (16) Max
32604.8546
3432.2885
Base
2
8
B.2.3-8 (16) Min
-35277.8946
-3328.2179
Base
2
8
B.2.4-2 (2)
-2550.5278
74.3567
Base
2
8
B.2.4-3 (2)
-1740.3635
64.3394
Base
2
8
B.2.4-4 (2)
-1738.4805
64.0561
Base
2
8
B.2.4-5 (1) DER Max
871890.4773
60508.1859
Base
2
8
B.2.4-5 (1) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (2) DER Max
871890.4773
Base
2
8
B.2.4-5 (2) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (3) DER Max
871890.4773
Base
2
8
B.2.4-5 (3) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (4) DER Max
871890.4773
Base
2
8
B.2.4-5 (4) DER Min
-875365.7266 -60380.3313
Base
2
8
B.2.4-5 (5) DER Max
360245.7869
Base
2
8
B.2.4-5 (5) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (6) DER Max
360245.7869
Base
2
8
B.2.4-5 (6) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (7) DER Max
360245.7869
Base
2
8
B.2.4-5 (7) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-5 (8) DER Max
360245.7869
Base
2
8
B.2.4-5 (8) DER Min
-363721.0361 -35986.3389
Base
2
8
B.2.4-7 (1) DER Max
873339.9426
Base
2
8
B.2.4-7 (1) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (2) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (2) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (3) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (3) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (4) DER Max
873339.9426
60479.3282
Base
2
8
B.2.4-7 (4) DER Min
-873916.2613
-60409.189
Base
2
8
B.2.4-7 (5) DER Max
361695.2522
36085.3358
Base
2
8
B.2.4-7 (5) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (6) DER Max
361695.2522
Base
2
8
B.2.4-7 (6) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (7) DER Max
361695.2522
Base
2
8
B.2.4-7 (7) DER Min
-362271.5708 -36015.1966
Base
2
8
B.2.4-7 (8) DER Max
361695.2522
Base
2
8
B.2.4-7 (8) DER Min
-362271.5708 -36015.1966
Base
3
12
DEAD
1434.2827
38.9662
Base
3
12
LIVE
-569.0545
17.1678
Base
3
12
SX Max
701832.0834
54537.559
Base
3
12
SY Max
137487.3742
19688.9985
Base
3
12
Lr
0
0
Base
3
12
EMPUJE
0
0
Base
3
12
GRANIZO
-2.5209
0.2576
Base
3
12
Sx Estatico
Page 212 of 290
MY kgf-cm
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358
-697216.2161 -12625.4629
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
3
12
Sy Estatico
10115.4952
-4145.7122
Base
3
12
B.2.4-1
2007.9958
54.5527
Base
3
12
B.2.4-2 (1)
810.652
74.2279
Base
3
12
B.2.4-3 (1)
1152.0847
63.9273
Base
3
12
B.2.4-5 (1) Max
133865.8683
10859.2719
Base
3
12
B.2.4-5 (1) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-6
1290.8544
35.0696
Base
3
12
B.2.4-7 (1) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (1) Min
-131422.9292
-10760.275
Base
3
12
B.2.3-1
1434.2827
38.9662
Base
3
12
B.2.3-2
865.2282
56.134
Base
3
12
B.2.3-3 (1)
1434.2827
38.9662
Base
3
12
ExDIS Max
125347.2101
9740.408
Base
3
12
ExDIS Min
-125347.2101
-9740.408
Base
3
12
EyDIS Max
24555.245
3516.4551
Base
3
12
EyDIS Min
-24555.245
-3516.4551
Base
3
12
B.2.4-4 (1)
1152.0847
63.9273
Base
3
12
B.2.4-5 (2) Max
133865.8683
10859.2719
Base
3
12
B.2.4-5 (2) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (3) Max
133865.8683
Base
3
12
B.2.4-5 (3) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (4) Max
133865.8683
Base
3
12
B.2.4-5 (4) Min
-131561.6989 -10731.4173
Base
3
12
B.2.4-5 (5) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (5) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (6) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (6) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (7) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (7) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-5 (8) Max
63311.4928
6502.5048
Base
3
12
B.2.4-5 (8) Min
-61007.3233
-6374.6503
Base
3
12
B.2.4-7 (2) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (2) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (3) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (3) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (4) Max
134004.6381
10830.4142
Base
3
12
B.2.4-7 (4) Min
-131422.9292
-10760.275
Base
3
12
B.2.4-7 (5) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (5) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (6) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (6) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (7) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (7) Min
-60868.5536
-6403.5079
Base
3
12
B.2.4-7 (8) Max
63450.2625
6473.6472
Base
3
12
B.2.4-7 (8) Min
-60868.5536
-6403.5079
Page 213 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
3
12
Base
3
12
B.2.3-4 (1)
1007.4918
51.8421
B.2.3-5
1434.2827
Base
3
12
38.9662
B.2.3-6 (1) Max
94333.9312
7595.7075
Base
3
Base
3
12
B.2.3-6 (1) Min
-91465.3658
-7517.775
12
B.2.3-6 (2) Max
94333.9312
7595.7075
Base
3
Base
3
12
B.2.3-6 (2) Min
-91465.3658
-7517.775
12
B.2.3-6 (3) Max
94333.9312
7595.7075
Base
3
12
B.2.3-6 (3) Min
-91465.3658
-7517.775
Base
3
12
B.2.3-6 (4) Max
94333.9312
7595.7075
Base
3
12
B.2.3-6 (4) Min
-91465.3658
-7517.775
Base
3
12
B.2.3-6 (5) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (5) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (6) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (6) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (7) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (7) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-6 (8) Max
44945.8684
4545.9705
Base
3
12
B.2.3-6 (8) Min
-42077.3029
-4468.038
Base
3
12
B.2.3-7 (1)
1007.4918
51.8421
Base
3
12
B.2.3-8 (1) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (1) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (2) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (2) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (3) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (3) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (4) Max
70682.2282
5719.398
Base
3
12
B.2.3-8 (4) Min
-68667.2446
-5615.7138
Base
3
12
B.2.3-8 (5) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (5) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (6) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (6) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (7) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (7) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-8 (8) Max
33641.1811
3432.0953
Base
3
12
B.2.3-8 (8) Min
-31626.1974
-3328.4111
Base
3
12
B.2.3-9
860.5696
23.3797
Base
3
12
B.2.3-10 (1) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (1) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (2) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (2) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (3) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (3) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (4) Max
93760.2182
7580.121
Base
3
12
B.2.3-10 (4) Min
-92039.0789
-7533.3615
Base
3
12
B.2.3-10 (5) Max
44372.1553
4530.384
Page 214 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
3
12
Base
3
12
B.2.3-10 (5) Min
-42651.016
-4483.6245
B.2.3-10 (6) Max
44372.1553
Base
3
12
4530.384
B.2.3-10 (6) Min
-42651.016
-4483.6245
Base
3
Base
3
12
B.2.3-10 (7) Max
44372.1553
4530.384
12
B.2.3-10 (7) Min
-42651.016
-4483.6245
Base Base
3
12
B.2.3-10 (8) Max
44372.1553
4530.384
3
12
B.2.3-10 (8) Min
-42651.016
-4483.6245
Base
3
12
ENVOLVENTE DE SERVICIO Max
94333.9312
7595.7075
Base
3
12
ENVOLVENTE DE SERVICIO Min
-92039.0789
-7533.3615
Base
3
12
ENVOLVENTE MAYORADA Max
134004.6381
10859.2719
Base
3
12
ENVOLVENTE MAYORADA Min
-131561.6989
-10760.275
Base
3
12
B.2.3-3 (2)
1431.7618
39.2239
Base
3
12
B.2.3-4 (2)
1005.6011
52.0353
Base
3
12
B.2.3-7 (2)
1005.6011
52.0353
Base
3
12
B.2.3-8 (9) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (9) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (10) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (10) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (11) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (11) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (12) Max
70680.3375
5719.5912
Base
3
12
B.2.3-8 (12) Min
-68669.1353
-5615.5206
Base
3
12
B.2.3-8 (13) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (13) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (14) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (14) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (15) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (15) Min
-31628.0881
-3328.2179
Base
3
12
B.2.3-8 (16) Max
33639.2904
3432.2885
Base
3
12
B.2.3-8 (16) Min
-31628.0881
-3328.2179
Base
3
12
B.2.4-2 (2)
809.3916
74.3567
Base
3
12
B.2.4-3 (2)
1148.0512
64.3394
Base
3
12
B.2.4-4 (2)
1150.8243
64.0561
Base
3
12
B.2.4-5 (1) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (1) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (2) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (2) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (3) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (3) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (4) DER Max
744230.3804
60508.1859
Base
3
12
B.2.4-5 (4) DER Min
-741926.211
-60380.3313
Base
3
12
B.2.4-5 (5) DER Max
349189.084
36114.1935
Base
3
12
B.2.4-5 (5) DER Min
Base
3
12
B.2.4-5 (6) DER Max
Base
3
12
B.2.4-5 (6) DER Min
Load Case/Combo
Page 215 of 290
-346884.9145 -35986.3389 349189.084
36114.1935
-346884.9145 -35986.3389
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
3
12
B.2.4-5 (7) DER Max
Base
3
12
B.2.4-5 (7) DER Min
Base
3
12
B.2.4-5 (8) DER Max
Base
3
12
B.2.4-5 (8) DER Min
Base
3
12
B.2.4-7 (1) DER Max
744369.1501
Base
3
12
B.2.4-7 (1) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (2) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (2) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (3) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (3) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (4) DER Max
744369.1501
60479.3282
Base
3
12
B.2.4-7 (4) DER Min
-741787.4412
-60409.189
Base
3
12
B.2.4-7 (5) DER Max
349327.8537
36085.3358
Base
3
12
B.2.4-7 (5) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (6) DER Max
349327.8537
Base
3
12
B.2.4-7 (6) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (7) DER Max
349327.8537
Base
3
12
B.2.4-7 (7) DER Min
-346746.1448 -36015.1966
Base
3
12
B.2.4-7 (8) DER Max
349327.8537
Base
3
12
B.2.4-7 (8) DER Min
-346746.1448 -36015.1966
Base
4
16
DEAD
1521.6212
38.9662
Base
4
16
LIVE
22.9951
17.1678
Base
4
16
SX Max
620348.8032
54537.559
Base
4
16
SY Max
225513.9492
19688.9985
Base
4
16
Lr
0
0
Base
4
16
EMPUJE
0
0
Base
4
16
GRANIZO
-6.3745
0.2576
Base
4
16
Sx Estatico
Base
4
16
Sy Estatico
36791.4052
Base
4
16
B.2.4-1
2130.2697
54.5527
Base
4
16
B.2.4-2 (1)
1862.7377
74.2279
Base
4
16
B.2.4-3 (1)
1848.9406
63.9273
Base
4
16
B.2.4-5 (1) Max
124726.2742
10859.2719
Base
4
16
B.2.4-5 (1) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-6
1369.4591
35.0696
Base
4
16
B.2.4-7 (1) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (1) Min
-121507.8746
-10760.275
Base
4
16
B.2.3-1
1521.6212
38.9662
Base
4
16
B.2.3-2
1544.6163
56.134
Base
4
16
B.2.3-3 (1)
1521.6212
38.9662
Base
4
16
ExDIS Max
110794.2962
9740.408
Base
4
16
ExDIS Min
-110794.2962
-9740.408
Base
4
16
EyDIS Max
40276.7913
3516.4551
Base
4
16
EyDIS Min
-40276.7913
-3516.4551
Base
4
16
B.2.4-4 (1)
1848.9406
63.9273
Page 216 of 290
MY kgf-cm
MZ kgf-cm
349189.084
36114.1935
-346884.9145 -35986.3389 349189.084
36114.1935
-346884.9145 -35986.3389 60479.3282
36085.3358 36085.3358 36085.3358
-619855.4734 -12625.4629 -4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
16
Base
4
16
B.2.4-5 (2) Max
124726.2742
10859.2719
B.2.4-5 (2) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-5 (3) Max
124726.2742
Base
4
Base
4
16
B.2.4-5 (3) Min
-121028.3931 -10731.4173
16
B.2.4-5 (4) Max
Base
124726.2742
4
16
B.2.4-5 (4) Min
-121028.3931 -10731.4173
Base
4
16
B.2.4-5 (5) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (5) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (6) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (6) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (7) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (7) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-5 (8) Max
75364.0208
6502.5048
Base
4
16
B.2.4-5 (8) Min
-71666.1396
-6374.6503
Base
4
16
B.2.4-7 (2) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (2) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (3) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (3) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (4) Max
124246.7927
10830.4142
Base
4
16
B.2.4-7 (4) Min
-121507.8746
-10760.275
Base
4
16
B.2.4-7 (5) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (5) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (6) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (6) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (7) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (7) Min
-72145.6211
-6403.5079
Base
4
16
B.2.4-7 (8) Max
74884.5393
6473.6472
Base
4
16
B.2.4-7 (8) Min
-72145.6211
-6403.5079
Base
4
16
B.2.3-4 (1)
1538.8675
51.8421
Base
4
16
B.2.3-5
1521.6212
38.9662
Base
4
16
B.2.3-6 (1) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (1) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (2) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (2) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (3) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (3) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (4) Max
87535.7547
7595.7075
Base
4
16
B.2.3-6 (4) Min
-84492.5124
-7517.775
Base
4
16
B.2.3-6 (5) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (5) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (6) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (6) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (7) Max
52982.1773
4545.9705
Base
4
16
B.2.3-6 (7) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-6 (8) Max
52982.1773
4545.9705
Page 217 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
16
B.2.3-6 (8) Min
-49938.9349
-4468.038
Base
4
16
B.2.3-7 (1)
1538.8675
51.8421
Base
4
16
B.2.3-8 (1) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (1) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (2) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (2) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (3) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (3) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (4) Max
66049.4677
5719.398
Base
4
16
B.2.3-8 (4) Min
-62971.7326
-5615.7138
Base
4
16
B.2.3-8 (5) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (5) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (6) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (6) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (7) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (7) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-8 (8) Max
40134.2847
3432.0953
Base
4
16
B.2.3-8 (8) Min
-37056.5496
-3328.4111
Base
4
16
B.2.3-9
912.9727
23.3797
Base
4
16
B.2.3-10 (1) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (1) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (2) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (2) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (3) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (3) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (4) Max
86927.1063
7580.121
Base
4
16
B.2.3-10 (4) Min
-85101.1608
-7533.3615
Base
4
16
B.2.3-10 (5) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (5) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (6) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (6) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (7) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (7) Min
-50547.5834
-4483.6245
Base
4
16
B.2.3-10 (8) Max
52373.5289
4530.384
Base
4
16
B.2.3-10 (8) Min
-50547.5834
-4483.6245
Base
4
16
ENVOLVENTE DE SERVICIO Max
87535.7547
7595.7075
Base
4
16
ENVOLVENTE DE SERVICIO Min
-85101.1608
-7533.3615
Base
4
16
ENVOLVENTE MAYORADA Max
124726.2742
10859.2719
Base
4
16
ENVOLVENTE MAYORADA Min
-121507.8746
-10760.275
Base
4
16
B.2.3-3 (2)
1515.2467
39.2239
Base
4
16
B.2.3-4 (2)
1534.0866
52.0353
Base
4
16
B.2.3-7 (2)
1534.0866
52.0353
Base
4
16
B.2.3-8 (9) Max
66044.6868
5719.5912
Base
4
16
B.2.3-8 (9) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (10) Max
66044.6868
5719.5912
Page 218 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
4
Base
4
16
B.2.3-8 (10) Min
-62976.5135
-5615.5206
16
B.2.3-8 (11) Max
66044.6868
Base
5719.5912
4
16
B.2.3-8 (11) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (12) Max
66044.6868
5719.5912
Base
4
16
B.2.3-8 (12) Min
-62976.5135
-5615.5206
Base
4
16
B.2.3-8 (13) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (13) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (14) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (14) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (15) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (15) Min
-37061.3305
-3328.2179
Base
4
16
B.2.3-8 (16) Max
40129.5037
3432.2885
Base
4
16
B.2.3-8 (16) Min
-37061.3305
-3328.2179
Base
4
16
B.2.4-2 (2)
1859.5504
74.3567
Base
4
16
B.2.4-3 (2)
1838.7413
64.3394
Base
4
16
B.2.4-4 (2)
1845.7533
64.0561
Base
4
16
B.2.4-5 (1) DER Max
689851.9285
60508.1859
Base
4
16
B.2.4-5 (1) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (2) DER Max
689851.9285
Base
4
16
B.2.4-5 (2) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (3) DER Max
689851.9285
Base
4
16
B.2.4-5 (3) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (4) DER Max
689851.9285
Base
4
16
B.2.4-5 (4) DER Min
-686154.0474 -60380.3313
Base
4
16
B.2.4-5 (5) DER Max
413467.5307
Base
4
16
B.2.4-5 (5) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (6) DER Max
413467.5307
Base
4
16
B.2.4-5 (6) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (7) DER Max
413467.5307
Base
4
16
B.2.4-5 (7) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-5 (8) DER Max
413467.5307
Base
4
16
B.2.4-5 (8) DER Min
-409769.6496 -35986.3389
Base
4
16
B.2.4-7 (1) DER Max
689372.447
Base
4
16
B.2.4-7 (1) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (2) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (2) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (3) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (3) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (4) DER Max
689372.447
60479.3282
Base
4
16
B.2.4-7 (4) DER Min
-686633.5288
-60409.189
Base
4
16
B.2.4-7 (5) DER Max
412988.0492
36085.3358
Base
4
16
B.2.4-7 (5) DER Min
-410249.1311 -36015.1966
Base
4
16
B.2.4-7 (6) DER Max
412988.0492
Base
4
16
B.2.4-7 (6) DER Min
-410249.1311 -36015.1966
Base
4
16
B.2.4-7 (7) DER Max
412988.0492
Page 219 of 290
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
4
16
B.2.4-7 (7) DER Min
Base
4
16
B.2.4-7 (8) DER Max
412988.0492
Base
4
16
B.2.4-7 (8) DER Min
-410249.1311 -36015.1966
Base
5
20
DEAD
1124.3619
38.9662
Base
5
20
LIVE
244.9729
17.1678
Base
5
20
SX Max
1366903.0896
54537.559
Base
5
20
SY Max
227025.6068
19688.9985
Base
5
20
Lr
0
0
Base
5
20
EMPUJE
0
0
Base
5
20
GRANIZO
-4.7637
0.2576
Base
5
20
Sx Estatico
-963135.4408 -12625.4629
Base
5
20
Sy Estatico
-42989.4838
Base
5
20
B.2.4-1
1574.1067
54.5527
Base
5
20
B.2.4-2 (1)
1741.1909
74.2279
Base
5
20
B.2.4-3 (1)
1594.2072
63.9273
Base
5
20
B.2.4-5 (1) Max
257887.131
10859.2719
Base
5
20
B.2.4-5 (1) Min
Base
5
20
B.2.4-6
1011.9257
35.0696
Base
5
20
B.2.4-7 (1) Max
257304.8495
10830.4142
Base
5
20
B.2.4-7 (1) Min
-255280.9981
-10760.275
Base
5
20
B.2.3-1
1124.3619
38.9662
Base
5
20
B.2.3-2
1369.3348
56.134
Base
5
20
B.2.3-3 (1)
1124.3619
38.9662
Base
5
20
ExDIS Max
244128.8918
9740.408
Base
5
20
ExDIS Min
-244128.8918
-9740.408
Base
5
20
EyDIS Max
40546.7734
3516.4551
Base
5
20
EyDIS Min
-40546.7734
-3516.4551
Base
5
20
B.2.4-4 (1)
1594.2072
63.9273
Base
5
20
B.2.4-5 (2) Max
257887.131
10859.2719
Base
5
20
B.2.4-5 (2) Min
Base
5
20
B.2.4-5 (3) Max
Base
5
20
B.2.4-5 (3) Min
Base
5
20
B.2.4-5 (4) Max
Base
5
20
B.2.4-5 (4) Min
Base
5
20
B.2.4-5 (5) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (5) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (6) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (6) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (7) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (7) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-5 (8) Max
115379.6481
6502.5048
Base
5
20
B.2.4-5 (8) Min
-112191.2337
-6374.6503
Base
5
20
B.2.4-7 (2) Max
257304.8495
10830.4142
Base
5
20
B.2.4-7 (2) Min
-255280.9981
-10760.275
Base
5
20
B.2.4-7 (3) Max
257304.8495
10830.4142
Load Case/Combo
Page 220 of 290
MY kgf-cm
MZ kgf-cm
-410249.1311 -36015.1966 36085.3358
-4145.7122
-254698.7166 -10731.4173
-254698.7166 -10731.4173 257887.131
10859.2719
-254698.7166 -10731.4173 257887.131
10859.2719
-254698.7166 -10731.4173
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
5
Base
5
Base
20
B.2.4-7 (3) Min
-255280.9981
-10760.275
20
B.2.4-7 (4) Max
257304.8495
10830.4142
5
20
B.2.4-7 (4) Min
-255280.9981
-10760.275
Base
5
20
B.2.4-7 (5) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (5) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (6) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (6) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (7) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (7) Min
-112773.5152
-6403.5079
Base
5
20
B.2.4-7 (8) Max
114797.3666
6473.6472
Base
5
20
B.2.4-7 (8) Min
-112773.5152
-6403.5079
Base
5
20
B.2.3-4 (1)
1308.0916
51.8421
Base
5
20
B.2.3-5
1124.3619
38.9662
Base
5
20
B.2.3-6 (1) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (1) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (2) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (2) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (3) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (3) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (4) Max
180529.4086
7595.7075
Base
5
20
B.2.3-6 (4) Min
-178280.6848
-7517.775
Base
5
20
B.2.3-6 (5) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (5) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (6) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (6) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (7) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (7) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-6 (8) Max
80774.1705
4545.9705
Base
5
20
B.2.3-6 (8) Min
-78525.4468
-4468.038
Base
5
20
B.2.3-7 (1)
1308.0916
51.8421
Base
5
20
B.2.3-8 (1) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (1) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (2) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (2) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (3) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (3) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (4) Max
135861.8766
5719.398
Base
5
20
B.2.3-8 (4) Min
-133245.6934
-5615.7138
Base
5
20
B.2.3-8 (5) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (5) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (6) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (6) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (7) Max
61045.4481
3432.0953
Base
5
20
B.2.3-8 (7) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-8 (8) Max
61045.4481
3432.0953
Page 221 of 290
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
5
20
B.2.3-8 (8) Min
-58429.2649
-3328.4111
Base
5
20
B.2.3-9
674.6171
23.3797
Base
5
20
B.2.3-10 (1) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (1) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (2) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (2) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (3) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (3) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (4) Max
180079.6638
7580.121
Base
5
20
B.2.3-10 (4) Min
-178730.4295
-7533.3615
Base
5
20
B.2.3-10 (5) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (5) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (6) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (6) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (7) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (7) Min
-78975.1915
-4483.6245
Base
5
20
B.2.3-10 (8) Max
80324.4258
4530.384
Base
5
20
B.2.3-10 (8) Min
-78975.1915
-4483.6245
Base
5
20
ENVOLVENTE DE SERVICIO Max
180529.4086
7595.7075
Base
5
20
ENVOLVENTE DE SERVICIO Min
-178730.4295
-7533.3615
Base
5
20
ENVOLVENTE MAYORADA Max
257887.131
10859.2719
Base
5
20
ENVOLVENTE MAYORADA Min
-255280.9981
-10760.275
Base
5
20
B.2.3-3 (2)
1119.5982
39.2239
Base
5
20
B.2.3-4 (2)
1304.5188
52.0353
Base
5
20
B.2.3-7 (2)
1304.5188
52.0353
Base
5
20
B.2.3-8 (9) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (9) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (10) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (10) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (11) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (11) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (12) Max
135858.3038
5719.5912
Base
5
20
B.2.3-8 (12) Min
-133249.2662
-5615.5206
Base
5
20
B.2.3-8 (13) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (13) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (14) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (14) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (15) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (15) Min
-58432.8377
-3328.2179
Base
5
20
B.2.3-8 (16) Max
61041.8753
3432.2885
Base
5
20
B.2.3-8 (16) Min
-58432.8377
-3328.2179
Base
5
20
B.2.4-2 (2)
1738.8091
74.3567
Base
5
20
B.2.4-3 (2)
1586.5852
64.3394
Base
5
20
B.2.4-4 (2)
1591.8253
64.0561
Base
5
20
B.2.4-5 (1) DER Max
Page 222 of 290
1436604.9788 60508.1859
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
5
20
B.2.4-5 (1) DER Min
Base
5
20
B.2.4-5 (2) DER Max
Base
5
20
B.2.4-5 (2) DER Min
Base
5
20
B.2.4-5 (3) DER Max
Base
5
20
B.2.4-5 (3) DER Min
Base
5
20
B.2.4-5 (4) DER Max
Base
5
20
B.2.4-5 (4) DER Min
-1433417
-60380.3313
Base
5
20
B.2.4-5 (5) DER Max
638690.7409
36114.1935
Base
5
20
B.2.4-5 (5) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (6) DER Max
638690.7409
Base
5
20
B.2.4-5 (6) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (7) DER Max
638690.7409
Base
5
20
B.2.4-5 (7) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-5 (8) DER Max
638690.7409
Base
5
20
B.2.4-5 (8) DER Min
-635502.3265 -35986.3389
Base
5
20
B.2.4-7 (1) DER Max
1436022.6974 60479.3282
Base
5
20
B.2.4-7 (1) DER Min
Base
5
20
B.2.4-7 (2) DER Max
Base
5
20
B.2.4-7 (2) DER Min
Base
5
20
B.2.4-7 (3) DER Max
Base
5
20
B.2.4-7 (3) DER Min
Base
5
20
B.2.4-7 (4) DER Max
Base
5
20
B.2.4-7 (4) DER Min
-1433999
-60409.189
Base
5
20
B.2.4-7 (5) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (5) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (6) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (6) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (7) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (7) DER Min
-636084.608
-36015.1966
Base
5
20
B.2.4-7 (8) DER Max
638108.4594
36085.3358
Base
5
20
B.2.4-7 (8) DER Min
-636084.608
-36015.1966
Base
6
24
DEAD
2132.5872
38.9662
Base
6
24
LIVE
134.0605
17.1678
Base
6
24
SX Max
949425.7428
54537.559
Base
6
24
SY Max
122329.4921
19688.9985
Base
6
24
Lr
0
0
Base
6
24
EMPUJE
0
0
Base
6
24
GRANIZO
9.2135
0.2576
Base
6
24
Sx Estatico
-845923.3073 -12625.4629
Base
6
24
Sy Estatico
-13472.9498
-4145.7122
Base
6
24
B.2.4-1
2985.6221
54.5527
Base
6
24
B.2.4-2 (1)
2773.6013
74.2279
Base
6
24
B.2.4-3 (1)
2693.1651
63.9273
Base
6
24
B.2.4-5 (1) Max
178815.0169
10859.2719
Base
6
24
B.2.4-5 (1) Min
-173428.6868 -10731.4173
Load Case/Combo
Page 223 of 290
MY kgf-cm
MZ kgf-cm
-1433417
-60380.3313
1436604.9788 60508.1859 -1433417
-60380.3313
1436604.9788 60508.1859 -1433417
-60380.3313
1436604.9788 60508.1859
-1433999
36114.1935 36114.1935 36114.1935
-60409.189
1436022.6974 60479.3282 -1433999
-60409.189
1436022.6974 60479.3282 -1433999
-60409.189
1436022.6974 60479.3282
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
6
24
B.2.4-6
1919.3285
35.0696
Base
6
24
B.2.4-7 (1) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (1) Min
-174202.5234
-10760.275
Base
6
24
B.2.3-1
2132.5872
38.9662
Base
6
24
B.2.3-2
2266.6476
56.134
Base
6
24
B.2.3-3 (1)
2132.5872
38.9662
Base
6
24
ExDIS Max
169567.4377
9740.408
Base
6
24
ExDIS Min
-169567.4377
-9740.408
Base
6
24
EyDIS Max
21848.0473
3516.4551
Base
6
24
EyDIS Min
-21848.0473
-3516.4551
Base
6
24
B.2.4-4 (1)
2693.1651
63.9273
Base
6
24
B.2.4-5 (2) Max
178815.0169
10859.2719
Base
6
24
B.2.4-5 (2) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (3) Max
178815.0169
Base
6
24
B.2.4-5 (3) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (4) Max
178815.0169
Base
6
24
B.2.4-5 (4) Min
-173428.6868 -10731.4173
Base
6
24
B.2.4-5 (5) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (5) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (6) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (6) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (7) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (7) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-5 (8) Max
75411.4437
6502.5048
Base
6
24
B.2.4-5 (8) Min
-70025.1135
-6374.6503
Base
6
24
B.2.4-7 (2) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (2) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (3) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (3) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (4) Max
178041.1803
10830.4142
Base
6
24
B.2.4-7 (4) Min
-174202.5234
-10760.275
Base
6
24
B.2.4-7 (5) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (5) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (6) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (6) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (7) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (7) Min
-70798.9501
-6403.5079
Base
6
24
B.2.4-7 (8) Max
74637.607
6473.6472
Base
6
24
B.2.4-7 (8) Min
-70798.9501
-6403.5079
Base
6
24
B.2.3-4 (1)
2233.1325
51.8421
Base
6
24
B.2.3-5
2132.5872
38.9662
Base
6
24
B.2.3-6 (1) Max
125417.8835
7595.7075
Base
6
24
B.2.3-6 (1) Min
-121152.7091
-7517.775
Base
6
24
B.2.3-6 (2) Max
125417.8835
7595.7075
Base
6
24
B.2.3-6 (2) Min
-121152.7091
-7517.775
Load Case/Combo
Page 224 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
6
24
Base
6
24
B.2.3-6 (3) Max
125417.8835
7595.7075
B.2.3-6 (3) Min
-121152.7091
Base
6
24
-7517.775
B.2.3-6 (4) Max
125417.8835
7595.7075
Base
6
Base
6
24
B.2.3-6 (4) Min
-121152.7091
-7517.775
24
B.2.3-6 (5) Max
53035.3822
4545.9705
Base
6
Base
6
24
B.2.3-6 (5) Min
-48770.2078
-4468.038
24
B.2.3-6 (6) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (6) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-6 (7) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (7) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-6 (8) Max
53035.3822
4545.9705
Base
6
24
B.2.3-6 (8) Min
-48770.2078
-4468.038
Base
6
24
B.2.3-7 (1)
2233.1325
51.8421
Base
6
24
B.2.3-8 (1) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (1) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (2) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (2) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (3) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (3) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (4) Max
94697.1047
5719.398
Base
6
24
B.2.3-8 (4) Min
-90230.8397
-5615.7138
Base
6
24
B.2.3-8 (5) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (5) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (6) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (6) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (7) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (7) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-8 (8) Max
40410.2288
3432.0953
Base
6
24
B.2.3-8 (8) Min
-35943.9637
-3328.4111
Base
6
24
B.2.3-9
1279.5523
23.3797
Base
6
24
B.2.3-10 (1) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (1) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (2) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (2) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (3) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (3) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (4) Max
124564.8486
7580.121
Base
6
24
B.2.3-10 (4) Min
-122005.744
-7533.3615
Base
6
24
B.2.3-10 (5) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (5) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (6) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (6) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (7) Max
52182.3473
4530.384
Base
6
24
B.2.3-10 (7) Min
-49623.2427
-4483.6245
Base
6
24
B.2.3-10 (8) Max
52182.3473
4530.384
Page 225 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
6
24
Base
6
24
B.2.3-10 (8) Min
-49623.2427
-4483.6245
ENVOLVENTE DE SERVICIO Max
125417.8835
Base
6
24
ENVOLVENTE DE SERVICIO Min
7595.7075
-122005.744
-7533.3615
Base
6
24
Base
6
24
ENVOLVENTE MAYORADA Max
178815.0169
10859.2719
ENVOLVENTE MAYORADA Min
-174202.5234
Base
6
-10760.275
24
B.2.3-3 (2)
2141.8007
Base
39.2239
6
24
B.2.3-4 (2)
2240.0427
52.0353
Base
6
24
B.2.3-7 (2)
2240.0427
52.0353
Base
6
24
B.2.3-8 (9) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (9) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (10) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (10) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (11) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (11) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (12) Max
94704.0149
5719.5912
Base
6
24
B.2.3-8 (12) Min
-90223.9296
-5615.5206
Base
6
24
B.2.3-8 (13) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (13) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (14) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (14) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (15) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (15) Min
-35937.0536
-3328.2179
Base
6
24
B.2.3-8 (16) Max
40417.1389
3432.2885
Base
6
24
B.2.3-8 (16) Min
-35937.0536
-3328.2179
Base
6
24
B.2.4-2 (2)
2778.2081
74.3567
Base
6
24
B.2.4-3 (2)
2707.9067
64.3394
Base
6
24
B.2.4-4 (2)
2697.7718
64.0561
Base
6
24
B.2.4-5 (1) DER Max
988817.7555
60508.1859
Base
6
24
B.2.4-5 (1) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (2) DER Max
988817.7555
Base
6
24
B.2.4-5 (2) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (3) DER Max
988817.7555
Base
6
24
B.2.4-5 (3) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (4) DER Max
988817.7555
Base
6
24
B.2.4-5 (4) DER Min
-983431.4254 -60380.3313
Base
6
24
B.2.4-5 (5) DER Max
Base
6
24
B.2.4-5 (5) DER Min
Base
6
24
B.2.4-5 (6) DER Max
Base
6
24
B.2.4-5 (6) DER Min
Base
6
24
B.2.4-5 (7) DER Max
Base
6
24
B.2.4-5 (7) DER Min
Base
6
24
B.2.4-5 (8) DER Max
Base
6
24
B.2.4-5 (8) DER Min
-404464.0499 -35986.3389
Base
6
24
B.2.4-7 (1) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (1) DER Min
-984205.262
-60409.189
Load Case/Combo
Page 226 of 290
409850.38
60508.1859 60508.1859 60508.1859 36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
-404464.0499 -35986.3389 409850.38
36114.1935
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
6
24
B.2.4-7 (2) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (2) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (3) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (3) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (4) DER Max
988043.9189
60479.3282
Base
6
24
B.2.4-7 (4) DER Min
-984205.262
-60409.189
Base
6
24
B.2.4-7 (5) DER Max
409076.5434
36085.3358
Base
6
24
B.2.4-7 (5) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (6) DER Max
409076.5434
Base
6
24
B.2.4-7 (6) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (7) DER Max
409076.5434
Base
6
24
B.2.4-7 (7) DER Min
-405237.8865 -36015.1966
Base
6
24
B.2.4-7 (8) DER Max
409076.5434
Base
6
24
B.2.4-7 (8) DER Min
-405237.8865 -36015.1966
Base
7
28
DEAD
-99.0343
38.9662
Base
7
28
LIVE
-520.8207
17.1678
Base
7
28
SX Max
786736.2333
54537.559
Base
7
28
SY Max
161859.967
19688.9985
Base
7
28
Lr
0
0
Base
7
28
EMPUJE
0
0
Base
7
28
GRANIZO
7.2784
0.2576
Base
7
28
Sx Estatico
Base
7
28
Sy Estatico
23152.5558
-4145.7122
Base
7
28
B.2.4-1
-138.648
54.5527
Base
7
28
B.2.4-2 (1)
-952.1543
74.2279
Base
7
28
B.2.4-3 (1)
-639.6619
63.9273
Base
7
28
B.2.4-5 (1) Max
148543.8864
10859.2719
Base
7
28
B.2.4-5 (1) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-6
-89.1309
35.0696
Base
7
28
B.2.4-7 (1) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (1) Min
-149272.6792
-10760.275
Base
7
28
B.2.3-1
-99.0343
38.9662
Base
7
28
B.2.3-2
-619.855
56.134
Base
7
28
B.2.3-3 (1)
-99.0343
38.9662
Base
7
28
ExDIS Max
140511.0913
9740.408
Base
7
28
ExDIS Min
-140511.0913
-9740.408
Base
7
28
EyDIS Max
28908.1901
3516.4551
Base
7
28
EyDIS Min
-28908.1901
-3516.4551
Base
7
28
B.2.4-4 (1)
-639.6619
63.9273
Base
7
28
B.2.4-5 (2) Max
148543.8864
10859.2719
Base
7
28
B.2.4-5 (2) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-5 (3) Max
148543.8864
Base
7
28
B.2.4-5 (3) Min
-149823.2102 -10731.4173
Base
7
28
B.2.4-5 (4) Max
148543.8864
Base
7
28
B.2.4-5 (4) Min
-149823.2102 -10731.4173
Page 227 of 290
36085.3358 36085.3358 36085.3358
-783328.0603 -12625.4629
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
7
28
B.2.4-5 (5) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (5) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (6) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (6) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (7) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (7) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-5 (8) Max
70421.8556
6502.5048
Base
7
28
B.2.4-5 (8) Min
-71701.1793
-6374.6503
Base
7
28
B.2.4-7 (2) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (2) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (3) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (3) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (4) Max
149094.4174
10830.4142
Base
7
28
B.2.4-7 (4) Min
-149272.6792
-10760.275
Base
7
28
B.2.4-7 (5) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (5) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (6) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (6) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (7) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (7) Min
-71150.6484
-6403.5079
Base
7
28
B.2.4-7 (8) Max
70972.3866
6473.6472
Base
7
28
B.2.4-7 (8) Min
-71150.6484
-6403.5079
Base
7
28
B.2.3-4 (1)
-489.6498
51.8421
Base
7
28
B.2.3-5
-99.0343
38.9662
Base
7
28
B.2.3-6 (1) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (1) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (2) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (2) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (3) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (3) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (4) Max
104329.4495
7595.7075
Base
7
28
B.2.3-6 (4) Min
-104527.5181
-7517.775
Base
7
28
B.2.3-6 (5) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (5) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (6) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (6) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (7) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (7) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-6 (8) Max
49644.0279
4545.9705
Base
7
28
B.2.3-6 (8) Min
-49842.0965
-4468.038
Base
7
28
B.2.3-7 (1)
-489.6498
51.8421
Base
7
28
B.2.3-8 (1) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (1) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (2) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (2) Min
-78811.0127
-5615.7138
Page 228 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
7
28
B.2.3-8 (3) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (3) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (4) Max
77831.713
5719.398
Base
7
28
B.2.3-8 (4) Min
-78811.0127
-5615.7138
Base
7
28
B.2.3-8 (5) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (5) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (6) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (6) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (7) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (7) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-8 (8) Max
36817.6468
3432.0953
Base
7
28
B.2.3-8 (8) Min
-37796.9465
-3328.4111
Base
7
28
B.2.3-9
-59.4206
23.3797
Base
7
28
B.2.3-10 (1) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (1) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (2) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (2) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (3) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (3) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (4) Max
104369.0632
7580.121
Base
7
28
B.2.3-10 (4) Min
-104487.9044
-7533.3615
Base
7
28
B.2.3-10 (5) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (5) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (6) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (6) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (7) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (7) Min
-49802.4828
-4483.6245
Base
7
28
B.2.3-10 (8) Max
49683.6417
4530.384
Base
7
28
B.2.3-10 (8) Min
-49802.4828
-4483.6245
Base
7
28
ENVOLVENTE DE SERVICIO Max
104369.0632
7595.7075
Base
7
28
ENVOLVENTE DE SERVICIO Min
-104527.5181
-7533.3615
Base
7
28
ENVOLVENTE MAYORADA Max
149094.4174
10859.2719
Base
7
28
ENVOLVENTE MAYORADA Min
-149823.2102
-10760.275
Base
7
28
B.2.3-3 (2)
-91.7559
39.2239
Base
7
28
B.2.3-4 (2)
-484.191
52.0353
Base
7
28
B.2.3-7 (2)
-484.191
52.0353
Base
7
28
B.2.3-8 (9) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (9) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (10) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (10) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (11) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (11) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (12) Max
77837.1719
5719.5912
Base
7
28
B.2.3-8 (12) Min
-78805.5539
-5615.5206
Base
7
28
B.2.3-8 (13) Max
36823.1057
3432.2885
Page 229 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
7
Base
7
28
B.2.3-8 (13) Min
-37791.4877
-3328.2179
28
B.2.3-8 (14) Max
36823.1057
Base
3432.2885
7
28
B.2.3-8 (14) Min
-37791.4877
-3328.2179
Base
7
28
B.2.3-8 (15) Max
36823.1057
3432.2885
Base
7
28
B.2.3-8 (15) Min
-37791.4877
-3328.2179
Base
7
28
B.2.3-8 (16) Max
36823.1057
3432.2885
Base
7
28
B.2.3-8 (16) Min
-37791.4877
-3328.2179
Base
7
28
B.2.4-2 (2)
-948.5151
74.3567
Base
7
28
B.2.4-3 (2)
-628.0164
64.3394
Base
7
28
B.2.4-4 (2)
-636.0226
64.0561
Base
7
28
B.2.4-5 (1) DER Max
834654.5615
60508.1859
Base
7
28
B.2.4-5 (1) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (2) DER Max
834654.5615
Base
7
28
B.2.4-5 (2) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (3) DER Max
834654.5615
Base
7
28
B.2.4-5 (3) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (4) DER Max
834654.5615
Base
7
28
B.2.4-5 (4) DER Min
-835933.8853 -60380.3313
Base
7
28
B.2.4-5 (5) DER Max
397241.1751
Base
7
28
B.2.4-5 (5) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (6) DER Max
397241.1751
Base
7
28
B.2.4-5 (6) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (7) DER Max
397241.1751
Base
7
28
B.2.4-5 (7) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-5 (8) DER Max
397241.1751
Base
7
28
B.2.4-5 (8) DER Min
-398520.4988 -35986.3389
Base
7
28
B.2.4-7 (1) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (1) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (2) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (2) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (3) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (3) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (4) DER Max
835205.0925
60479.3282
Base
7
28
B.2.4-7 (4) DER Min
-835383.3543
-60409.189
Base
7
28
B.2.4-7 (5) DER Max
397791.7061
36085.3358
Base
7
28
B.2.4-7 (5) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (6) DER Max
397791.7061
Base
7
28
B.2.4-7 (6) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (7) DER Max
397791.7061
Base
7
28
B.2.4-7 (7) DER Min
-397969.9678 -36015.1966
Base
7
28
B.2.4-7 (8) DER Max
397791.7061
Base
7
28
B.2.4-7 (8) DER Min
-397969.9678 -36015.1966
Base
8
32
DEAD
-1878.4928
38.9662
Base
8
32
LIVE
-1335.4926
17.1678
Base
8
32
SX Max
696579.1445
54537.559
Page 230 of 290
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935
36085.3358 36085.3358 36085.3358
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
8
32
SY Max
246957.2285
19688.9985
Base
8
32
Lr
0
0
Base
8
32
EMPUJE
0
0
Base
8
32
GRANIZO
-7.8685
0.2576
Base
8
32
Sx Estatico
Base
8
32
Sy Estatico
34205.601
Base
8
32
B.2.4-1
-2629.89
54.5527
Base
8
32
B.2.4-2 (1)
-4390.9795
74.2279
Base
8
32
B.2.4-3 (1)
-3589.684
63.9273
Base
8
32
B.2.4-5 (1) Max
134051.3196
10859.2719
Base
8
32
B.2.4-5 (1) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-6
Base
8
32
Base
8
32
Base
8
Base
-697548.6532 -12625.4629 -4145.7122
-1690.6435
35.0696
B.2.4-7 (1) Max
135950.36
10830.4142
B.2.4-7 (1) Min
-139331.6471
-10760.275
32
B.2.3-1
-1878.4928
38.9662
8
32
B.2.3-2
-3213.9854
56.134
Base
8
32
B.2.3-3 (1)
-1878.4928
38.9662
Base
8
32
ExDIS Max
124409.0352
9740.408
Base
8
32
ExDIS Min
-124409.0352
-9740.408
Base
8
32
EyDIS Max
44106.561
3516.4551
Base
8
32
EyDIS Min
-44106.561
-3516.4551
Base
8
32
B.2.4-4 (1)
-3589.684
63.9273
Base
8
32
B.2.4-5 (2) Max
134051.3196
10859.2719
Base
8
32
B.2.4-5 (2) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (3) Max
134051.3196
Base
8
32
B.2.4-5 (3) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (4) Max
134051.3196
Base
8
32
B.2.4-5 (4) Min
-141230.6875 -10731.4173
Base
8
32
B.2.4-5 (5) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (5) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (6) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (6) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (7) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (7) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-5 (8) Max
77839.5876
6502.5048
Base
8
32
B.2.4-5 (8) Min
-85018.9555
-6374.6503
Base
8
32
B.2.4-7 (2) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (2) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (3) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (3) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (4) Max
135950.36
10830.4142
Base
8
32
B.2.4-7 (4) Min
-139331.6471
-10760.275
Base
8
32
B.2.4-7 (5) Max
79738.628
6473.6472
Base
8
32
B.2.4-7 (5) Min
-83119.9151
-6403.5079
Base
8
32
B.2.4-7 (6) Max
79738.628
6473.6472
Page 231 of 290
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
8
Base
8
32
B.2.4-7 (6) Min
-83119.9151
-6403.5079
32
B.2.4-7 (7) Max
79738.628
Base
6473.6472
8
32
B.2.4-7 (7) Min
-83119.9151
-6403.5079
Base
8
32
B.2.4-7 (8) Max
79738.628
6473.6472
Base
8
32
B.2.4-7 (8) Min
-83119.9151
-6403.5079
Base
8
32
B.2.3-4 (1)
-2880.1123
51.8421
Base
8
32
B.2.3-5
-1878.4928
38.9662
Base
8
32
B.2.3-6 (1) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (1) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (2) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (2) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (3) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (3) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (4) Max
94470.2096
7595.7075
Base
8
32
B.2.3-6 (4) Min
-98227.1953
-7517.775
Base
8
32
B.2.3-6 (5) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (5) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (6) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (6) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (7) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (7) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-6 (8) Max
55121.9973
4545.9705
Base
8
32
B.2.3-6 (8) Min
-58878.9829
-4468.038
Base
8
32
B.2.3-7 (1)
-2880.1123
51.8421
Base
8
32
B.2.3-8 (1) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (1) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (2) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (2) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (3) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (3) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (4) Max
69381.4146
5719.398
Base
8
32
B.2.3-8 (4) Min
-75141.6391
-5615.7138
Base
8
32
B.2.3-8 (5) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (5) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (6) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (6) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (7) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (7) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-8 (8) Max
39870.2553
3432.0953
Base
8
32
B.2.3-8 (8) Min
-45630.4798
-3328.4111
Base
8
32
B.2.3-9
-1127.0957
23.3797
Base
8
32
B.2.3-10 (1) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (1) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (2) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (2) Min
-97475.7982
-7533.3615
Page 232 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
8
32
B.2.3-10 (3) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (3) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (4) Max
95221.6068
7580.121
Base
8
32
B.2.3-10 (4) Min
-97475.7982
-7533.3615
Base
8
32
B.2.3-10 (5) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (5) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (6) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (6) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (7) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (7) Min
-58127.5858
-4483.6245
Base
8
32
B.2.3-10 (8) Max
55873.3944
4530.384
Base
8
32
B.2.3-10 (8) Min
-58127.5858
-4483.6245
Base
8
32
ENVOLVENTE DE SERVICIO Max
95221.6068
7595.7075
Base
8
32
ENVOLVENTE DE SERVICIO Min
-98227.1953
-7533.3615
Base
8
32
ENVOLVENTE MAYORADA Max
135950.36
10859.2719
Base
8
32
ENVOLVENTE MAYORADA Min
-141230.6875
-10760.275
Base
8
32
B.2.3-3 (2)
-1886.3614
39.2239
Base
8
32
B.2.3-4 (2)
-2886.0137
52.0353
Base
8
32
B.2.3-7 (2)
-2886.0137
52.0353
Base
8
32
B.2.3-8 (9) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (9) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (10) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (10) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (11) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (11) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (12) Max
69375.5132
5719.5912
Base
8
32
B.2.3-8 (12) Min
-75147.5405
-5615.5206
Base
8
32
B.2.3-8 (13) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (13) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (14) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (14) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (15) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (15) Min
-45636.3812
-3328.2179
Base
8
32
B.2.3-8 (16) Max
39864.3539
3432.2885
Base
8
32
B.2.3-8 (16) Min
-45636.3812
-3328.2179
Base
8
32
B.2.4-2 (2)
-4394.9138
74.3567
Base
8
32
B.2.4-3 (2)
-3602.2736
64.3394
Base
8
32
B.2.4-4 (2)
-3593.6182
64.0561
Base
8
32
B.2.4-5 (1) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (1) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (2) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (2) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (3) DER Max
767076.6291
60508.1859
Base
8
32
B.2.4-5 (3) DER Min
-774255.997
-60380.3313
Base
8
32
B.2.4-5 (4) DER Max
767076.6291
60508.1859
Page 233 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
MY kgf-cm
MZ kgf-cm
Base
8
32
Base
8
32
B.2.4-5 (4) DER Min
-774255.997
-60380.3313
B.2.4-5 (5) DER Max
452341.2879
Base
8
32
B.2.4-5 (5) DER Min
-459520.6558 -35986.3389
36114.1935
Base
8
32
B.2.4-5 (6) DER Max
452341.2879
Base
8
32
B.2.4-5 (6) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-5 (7) DER Max
452341.2879
Base
8
32
B.2.4-5 (7) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-5 (8) DER Max
452341.2879
Base
8
32
B.2.4-5 (8) DER Min
-459520.6558 -35986.3389
Base
8
32
B.2.4-7 (1) DER Max
768975.6695
Base
8
32
B.2.4-7 (1) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (2) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (2) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (3) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (3) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (4) DER Max
768975.6695
60479.3282
Base
8
32
B.2.4-7 (4) DER Min
-772356.9566
-60409.189
Base
8
32
B.2.4-7 (5) DER Max
454240.3283
36085.3358
Base
8
32
B.2.4-7 (5) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (6) DER Max
454240.3283
Base
8
32
B.2.4-7 (6) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (7) DER Max
454240.3283
Base
8
32
B.2.4-7 (7) DER Min
-457621.6154 -36015.1966
Base
8
32
B.2.4-7 (8) DER Max
454240.3283
Base
8
32
B.2.4-7 (8) DER Min
-457621.6154 -36015.1966
Base
9
36
DEAD
-3514.2639
38.9662
Base
9
36
LIVE
-1088.4531
17.1678
Base
9
36
SX Max
1200512.4187
54537.559
Base
9
36
SY Max
200166.2331
19688.9985
Base
9
36
Lr
0
0
Base
9
36
EMPUJE
0
0
Base
9
36
GRANIZO
-5.0704
0.2576
Base
9
36
Sx Estatico
-841959.2286 -12625.4629
Base
9
36
Sy Estatico
-36904.8773
Base
9
36
B.2.4-1
-4919.9694
54.5527
Base
9
36
B.2.4-2 (1)
-5958.6415
74.2279
Base
9
36
B.2.4-3 (1)
-5305.5697
63.9273
Base
9
36
B.2.4-5 (1) Max
219830.8551
10859.2719
Base
9
36
B.2.4-5 (1) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-6
-3162.8375
35.0696
Base
9
36
B.2.4-7 (1) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (1) Min
-228299.2622
-10760.275
Base
9
36
B.2.3-1
-3514.2639
38.9662
Base
9
36
B.2.3-2
-4602.7169
56.134
Base
9
36
B.2.3-3 (1)
-3514.2639
38.9662
Load Case/Combo
Page 234 of 290
36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358
-4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
9
36
ExDIS Max
214411.518
9740.408
Base
9
36
ExDIS Min
-214411.518
-9740.408
Base
9
36
EyDIS Max
35749.6892
3516.4551
Base
9
36
EyDIS Min
-35749.6892
-3516.4551
Base
9
36
B.2.4-4 (1)
-5305.5697
63.9273
Base
9
36
B.2.4-5 (2) Max
219830.8551
10859.2719
Base
9
36
B.2.4-5 (2) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (3) Max
219830.8551
Base
9
36
B.2.4-5 (3) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (4) Max
219830.8551
Base
9
36
B.2.4-5 (4) Min
-230441.9944 -10731.4173
Base
9
36
B.2.4-5 (5) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (5) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (6) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (6) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (7) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (7) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-5 (8) Max
94767.5749
6502.5048
Base
9
36
B.2.4-5 (8) Min
-105378.7143
-6374.6503
Base
9
36
B.2.4-7 (2) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (2) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (3) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (3) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (4) Max
221973.5873
10830.4142
Base
9
36
B.2.4-7 (4) Min
-228299.2622
-10760.275
Base
9
36
B.2.4-7 (5) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (5) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (6) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (6) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (7) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (7) Min
-103235.9821
-6403.5079
Base
9
36
B.2.4-7 (8) Max
96910.3072
6473.6472
Base
9
36
B.2.4-7 (8) Min
-103235.9821
-6403.5079
Base
9
36
B.2.3-4 (1)
-4330.6036
51.8421
Base
9
36
B.2.3-5
-3514.2639
38.9662
Base
9
36
B.2.3-6 (1) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (1) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (2) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (2) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (3) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (3) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (4) Max
154081.2335
7595.7075
Base
9
36
B.2.3-6 (4) Min
-161109.7612
-7517.775
Base
9
36
B.2.3-6 (5) Max
66536.9374
4545.9705
Base
9
36
B.2.3-6 (5) Min
-73565.4651
-4468.038
Page 235 of 290
MY kgf-cm
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
Base
9
36
B.2.3-6 (6) Max
66536.9374
4545.9705
B.2.3-6 (6) Min
-73565.4651
Base
9
36
-4468.038
B.2.3-6 (7) Max
66536.9374
4545.9705
Base
9
Base
9
36
B.2.3-6 (7) Min
-73565.4651
-4468.038
36
B.2.3-6 (8) Max
66536.9374
4545.9705
Base Base
9
36
B.2.3-6 (8) Min
-73565.4651
-4468.038
9
36
B.2.3-7 (1)
-4330.6036
51.8421
Base
9
36
B.2.3-8 (1) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (1) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (2) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (2) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (3) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (3) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (4) Max
113866.0193
5719.398
Base
9
36
B.2.3-8 (4) Min
-122527.2266
-5615.7138
Base
9
36
B.2.3-8 (5) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (5) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (6) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (6) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (7) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (7) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-8 (8) Max
48207.7973
3432.0953
Base
9
36
B.2.3-8 (8) Min
-56869.0046
-3328.4111
Base
9
36
B.2.3-9
-2108.5583
23.3797
Base
9
36
B.2.3-10 (1) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (1) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (2) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (2) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (3) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (3) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (4) Max
155486.939
7580.121
Base
9
36
B.2.3-10 (4) Min
-159704.0556
-7533.3615
Base
9
36
B.2.3-10 (5) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (5) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (6) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (6) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (7) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (7) Min
-72159.7596
-4483.6245
Base
9
36
B.2.3-10 (8) Max
67942.6429
4530.384
Base
9
36
B.2.3-10 (8) Min
-72159.7596
-4483.6245
Base
9
36
ENVOLVENTE DE SERVICIO Max
155486.939
7595.7075
Base
9
36
ENVOLVENTE DE SERVICIO Min
-161109.7612
-7533.3615
Base
9
36
ENVOLVENTE MAYORADA Max
221973.5873
10859.2719
Base
9
36
ENVOLVENTE MAYORADA Min
-230441.9944
-10760.275
Base
9
36
B.2.3-3 (2)
-3519.3343
39.2239
Page 236 of 290
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
B.2.3-4 (2)
-4334.4064
52.0353
Base
9
36
B.2.3-7 (2)
-4334.4064
52.0353
Base
9
36
B.2.3-8 (9) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (9) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (10) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (10) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (11) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (11) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (12) Max
113862.2165
5719.5912
Base
9
36
B.2.3-8 (12) Min
-122531.0294
-5615.5206
Base
9
36
B.2.3-8 (13) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (13) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (14) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (14) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (15) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (15) Min
-56872.8074
-3328.2179
Base
9
36
B.2.3-8 (16) Max
48203.9945
3432.2885
Base
9
36
B.2.3-8 (16) Min
-56872.8074
-3328.2179
Base
9
36
B.2.4-2 (2)
-5961.1767
74.3567
Base
9
36
B.2.4-3 (2)
-5313.6823
64.3394
Base
9
36
B.2.4-4 (2)
-5308.1049
64.0561
Base
9
36
B.2.4-5 (1) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (1) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (2) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (2) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (3) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (3) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (4) DER Max
1255256.719
60508.1859
Base
9
36
B.2.4-5 (4) DER Min
-1265868
-60380.3313
Base
9
36
B.2.4-5 (5) DER Max
555014.389
36114.1935
Base
9
36
B.2.4-5 (5) DER Min
Base
9
36
B.2.4-5 (6) DER Max
Base
9
36
B.2.4-5 (6) DER Min
Base
9
36
B.2.4-5 (7) DER Max
Base
9
36
B.2.4-5 (7) DER Min
Base
9
36
B.2.4-5 (8) DER Max
Base
9
36
B.2.4-5 (8) DER Min
-565625.5284 -35986.3389
Base
9
36
B.2.4-7 (1) DER Max
1257399.4512 60479.3282
Base
9
36
B.2.4-7 (1) DER Min
Base
9
36
B.2.4-7 (2) DER Max
Base
9
36
B.2.4-7 (2) DER Min
Base
9
36
B.2.4-7 (3) DER Max
Base
9
36
B.2.4-7 (3) DER Min
Base
9
36
B.2.4-7 (4) DER Max
Base
9
36
B.2.4-7 (4) DER Min
Page 237 of 290
-565625.5284 -35986.3389 555014.389
36114.1935
-565625.5284 -35986.3389 555014.389
36114.1935
-565625.5284 -35986.3389 555014.389
-1263725
36114.1935
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
1257399.4512 60479.3282 -1263725
-60409.189
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
9
36
Base
9
36
B.2.4-7 (5) DER Max
557157.1212
36085.3358
B.2.4-7 (5) DER Min
-563482.7962 -36015.1966
Base
9
36
B.2.4-7 (6) DER Max
557157.1212
Base
9
Base
9
36
B.2.4-7 (6) DER Min
-563482.7962 -36015.1966
36
B.2.4-7 (7) DER Max
Base
557157.1212
9
36
B.2.4-7 (7) DER Min
-563482.7962 -36015.1966
Base
9
36
B.2.4-7 (8) DER Max
557157.1212
Base
9
36
B.2.4-7 (8) DER Min
-563482.7962 -36015.1966
Base
10
40
DEAD
-2677.2263
38.9662
Base
10
40
LIVE
381.5685
17.1678
Base
10
40
SX Max
819038.1706
54537.559
Base
10
40
SY Max
108400.1005
19688.9985
Base
10
40
Lr
0
0
Base
10
40
EMPUJE
0
0
Base
10
40
GRANIZO
-17.0982
0.2576
Base
10
40
Sx Estatico
Base
10
40
Sy Estatico
-3911.6745
Base
10
40
B.2.4-1
-3748.1169
54.5527
Base
10
40
B.2.4-2 (1)
-2602.1621
74.2279
Base
10
40
B.2.4-3 (1)
-2831.1032
63.9273
Base
10
40
B.2.4-5 (1) Max
149257.1915
10859.2719
Base
10
40
B.2.4-5 (1) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-6
-2409.5037
35.0696
Base
10
40
B.2.4-7 (1) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (1) Min
-154497.7984
-10760.275
Base
10
40
B.2.3-1
-2677.2263
38.9662
Base
10
40
B.2.3-2
-2295.6579
56.134
Base
10
40
B.2.3-3 (1)
-2677.2263
38.9662
Base
10
40
ExDIS Max
146280.2173
9740.408
Base
10
40
ExDIS Min
-146280.2173
-9740.408
Base
10
40
EyDIS Max
19360.2579
3516.4551
Base
10
40
EyDIS Min
-19360.2579
-3516.4551
Base
10
40
B.2.4-4 (1)
-2831.1032
63.9273
Base
10
40
B.2.4-5 (2) Max
149257.1915
10859.2719
Base
10
40
B.2.4-5 (2) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (3) Max
149257.1915
Base
10
40
B.2.4-5 (3) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (4) Max
149257.1915
Base
10
40
B.2.4-5 (4) Min
-154919.3978 -10731.4173
Base
10
40
B.2.4-5 (5) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (5) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-5 (6) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (6) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-5 (7) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (7) Min
-66075.4263
-6374.6503
Page 238 of 290
36085.3358 36085.3358 36085.3358
-728829.0685 -12625.4629 -4145.7122
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
10
40
B.2.4-5 (8) Max
60413.22
6502.5048
Base
10
40
B.2.4-5 (8) Min
-66075.4263
-6374.6503
Base
10
40
B.2.4-7 (2) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (2) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (3) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (3) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (4) Max
149678.7909
10830.4142
Base
10
40
B.2.4-7 (4) Min
-154497.7984
-10760.275
Base
10
40
B.2.4-7 (5) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (5) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (6) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (6) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (7) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (7) Min
-65653.8268
-6403.5079
Base
10
40
B.2.4-7 (8) Max
60834.8194
6473.6472
Base
10
40
B.2.4-7 (8) Min
-65653.8268
-6403.5079
Base
10
40
B.2.3-4 (1)
-2391.05
51.8421
Base
10
40
B.2.3-5
-2677.2263
38.9662
Base
10
40
B.2.3-6 (1) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (1) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (2) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (2) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (3) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (3) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (4) Max
103784.5799
7595.7075
Base
10
40
B.2.3-6 (4) Min
-109139.0326
-7517.775
Base
10
40
B.2.3-6 (5) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (5) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (6) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (6) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (7) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (7) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-6 (8) Max
41593.7998
4545.9705
Base
10
40
B.2.3-6 (8) Min
-46948.2525
-4468.038
Base
10
40
B.2.3-7 (1)
-2391.05
51.8421
Base
10
40
B.2.3-8 (1) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (1) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (2) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (2) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (3) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (3) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (4) Max
77455.3047
5719.398
Base
10
40
B.2.3-8 (4) Min
-82237.4047
-5615.7138
Base
10
40
B.2.3-8 (5) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (5) Min
-35594.3196
-3328.4111
Page 239 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
10
40
B.2.3-8 (6) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (6) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-8 (7) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (7) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-8 (8) Max
30812.2196
3432.0953
Base
10
40
B.2.3-8 (8) Min
-35594.3196
-3328.4111
Base
10
40
B.2.3-9
-1606.3358
23.3797
Base
10
40
B.2.3-10 (1) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (1) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (2) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (2) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (3) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (3) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (4) Max
104855.4705
7580.121
Base
10
40
B.2.3-10 (4) Min
-108068.1421
-7533.3615
Base
10
40
B.2.3-10 (5) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (5) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (6) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (6) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (7) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (7) Min
-45877.362
-4483.6245
Base
10
40
B.2.3-10 (8) Max
42664.6904
4530.384
Base
10
40
B.2.3-10 (8) Min
-45877.362
-4483.6245
Base
10
40
ENVOLVENTE DE SERVICIO Max
104855.4705
7595.7075
Base
10
40
ENVOLVENTE DE SERVICIO Min
-109139.0326
-7533.3615
Base
10
40
ENVOLVENTE MAYORADA Max
149678.7909
10859.2719
Base
10
40
ENVOLVENTE MAYORADA Min
-154919.3978
-10760.275
Base
10
40
B.2.3-3 (2)
-2694.3246
39.2239
Base
10
40
B.2.3-4 (2)
-2403.8737
52.0353
Base
10
40
B.2.3-7 (2)
-2403.8737
52.0353
Base
10
40
B.2.3-8 (9) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (9) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (10) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (10) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (11) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (11) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (12) Max
77442.481
5719.5912
Base
10
40
B.2.3-8 (12) Min
-82250.2284
-5615.5206
Base
10
40
B.2.3-8 (13) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (13) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (14) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (14) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (15) Max
30799.396
3432.2885
Base
10
40
B.2.3-8 (15) Min
-35607.1433
-3328.2179
Base
10
40
B.2.3-8 (16) Max
30799.396
3432.2885
Page 240 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
MZ kgf-cm
Base
10
40
B.2.3-8 (16) Min
-35607.1433
-3328.2179
Base
10
40
B.2.4-2 (2)
-2610.7112
74.3567
Base
10
40
B.2.4-3 (2)
-2858.4603
64.3394
Base
10
40
B.2.4-4 (2)
-2839.6523
64.0561
Base
10
40
B.2.4-5 (1) DER Max
848727.0976
60508.1859
Base
10
40
B.2.4-5 (1) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (2) DER Max
848727.0976
Base
10
40
B.2.4-5 (2) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (3) DER Max
848727.0976
Base
10
40
B.2.4-5 (3) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (4) DER Max
848727.0976
Base
10
40
B.2.4-5 (4) DER Min
-854389.3039 -60380.3313
Base
10
40
B.2.4-5 (5) DER Max
351280.4485
Base
10
40
B.2.4-5 (5) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (6) DER Max
351280.4485
Base
10
40
B.2.4-5 (6) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (7) DER Max
351280.4485
Base
10
40
B.2.4-5 (7) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-5 (8) DER Max
351280.4485
Base
10
40
B.2.4-5 (8) DER Min
-356942.6548 -35986.3389
Base
10
40
B.2.4-7 (1) DER Max
849148.697
Base
10
40
B.2.4-7 (1) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (2) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (2) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (3) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (3) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (4) DER Max
849148.697
60479.3282
Base
10
40
B.2.4-7 (4) DER Min
-853967.7044
-60409.189
Base
10
40
B.2.4-7 (5) DER Max
351702.0479
36085.3358
Base
10
40
B.2.4-7 (5) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (6) DER Max
351702.0479
Base
10
40
B.2.4-7 (6) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (7) DER Max
351702.0479
Base
10
40
B.2.4-7 (7) DER Min
-356521.0553 -36015.1966
Base
10
40
B.2.4-7 (8) DER Max
351702.0479
Base
10
40
B.2.4-7 (8) DER Min
-356521.0553 -36015.1966
Base
11
44
DEAD
Base
11
44
LIVE
357.644
17.1678
Base
11
44
SX Max
670066.1131
54537.559
Base
11
44
SY Max
130023.8834
19688.9985
Base
11
44
Lr
0
0
Base
11
44
EMPUJE
0
0
Base
11
44
GRANIZO
-17.305
0.2576
Base
11
44
Sx Estatico
Base
11
44
Sy Estatico
Page 241 of 290
-2515.0258
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935 60479.3282
36085.3358 36085.3358 36085.3358 38.9662
-666259.2083 -12625.4629 8357.4528
-4145.7122
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
11
Base
11
Base
44
B.2.4-1
-3521.0361
54.5527
44
B.2.4-2 (1)
-2445.8006
74.2279
11
44
B.2.4-3 (1)
-2660.387
63.9273
Base
11
44
B.2.4-5 (1) Max
123980.1005
10859.2719
Base
11
44
B.2.4-5 (1) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-6
-2263.5232
35.0696
Base
11
44
B.2.4-7 (1) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (1) Min
-128904.0107
-10760.275
Base
11
44
B.2.3-1
-2515.0258
38.9662
Base
11
44
B.2.3-2
-2157.3818
56.134
Base
11
44
B.2.3-3 (1)
-2515.0258
38.9662
Base
11
44
ExDIS Max
119673.8078
9740.408
Base
11
44
ExDIS Min
-119673.8078
-9740.408
Base
11
44
EyDIS Max
23222.2656
3516.4551
Base
11
44
EyDIS Min
-23222.2656
-3516.4551
Base
11
44
B.2.4-4 (1)
-2660.387
63.9273
Base
11
44
B.2.4-5 (2) Max
123980.1005
10859.2719
Base
11
44
B.2.4-5 (2) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (3) Max
123980.1005
Base
11
44
B.2.4-5 (3) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (4) Max
123980.1005
Base
11
44
B.2.4-5 (4) Min
-129300.8744 -10731.4173
Base
11
44
B.2.4-5 (5) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (5) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (6) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (6) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (7) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (7) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-5 (8) Max
56464.0209
6502.5048
Base
11
44
B.2.4-5 (8) Min
-61784.7949
-6374.6503
Base
11
44
B.2.4-7 (2) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (2) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (3) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (3) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (4) Max
124376.9643
10830.4142
Base
11
44
B.2.4-7 (4) Min
-128904.0107
-10760.275
Base
11
44
B.2.4-7 (5) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (5) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (6) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (6) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (7) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (7) Min
-61387.9311
-6403.5079
Base
11
44
B.2.4-7 (8) Max
56860.8847
6473.6472
Base
11
44
B.2.4-7 (8) Min
-61387.9311
-6403.5079
Base
11
44
B.2.3-4 (1)
-2246.7928
51.8421
Page 242 of 290
MZ kgf-cm
10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
11
44
B.2.3-5
-2515.0258
38.9662
Base
11
44
B.2.3-6 (1) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (1) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (2) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (2) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (3) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (3) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (4) Max
86133.3155
7595.7075
Base
11
44
B.2.3-6 (4) Min
-91163.367
-7517.775
Base
11
44
B.2.3-6 (5) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (5) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (6) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (6) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (7) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (7) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-6 (8) Max
38872.0598
4545.9705
Base
11
44
B.2.3-6 (8) Min
-43902.1113
-4468.038
Base
11
44
B.2.3-7 (1)
-2246.7928
51.8421
Base
11
44
B.2.3-8 (1) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (1) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (2) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (2) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (3) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (3) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (4) Max
64239.4631
5719.398
Base
11
44
B.2.3-8 (4) Min
-68733.0487
-5615.7138
Base
11
44
B.2.3-8 (5) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (5) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (6) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (6) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (7) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (7) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-8 (8) Max
28793.5214
3432.0953
Base
11
44
B.2.3-8 (8) Min
-33287.107
-3328.4111
Base
11
44
B.2.3-9
-1509.0155
23.3797
Base
11
44
B.2.3-10 (1) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (1) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (2) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (2) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (3) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (3) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (4) Max
87139.3258
7580.121
Base
11
44
B.2.3-10 (4) Min
-90157.3567
-7533.3615
Base
11
44
B.2.3-10 (5) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (5) Min
-42896.101
-4483.6245
Load Case/Combo
Page 243 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
MY kgf-cm
Base
11
44
B.2.3-10 (6) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (6) Min
-42896.101
-4483.6245
Base
11
44
B.2.3-10 (7) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (7) Min
-42896.101
-4483.6245
Base
11
44
B.2.3-10 (8) Max
39878.0701
4530.384
Base
11
44
B.2.3-10 (8) Min
-42896.101
-4483.6245
Base
11
44
ENVOLVENTE DE SERVICIO Max
87139.3258
7595.7075
Base
11
44
ENVOLVENTE DE SERVICIO Min
-91163.367
-7533.3615
Base
11
44
ENVOLVENTE MAYORADA Max
124376.9643
10859.2719
Base
11
44
ENVOLVENTE MAYORADA Min
-129300.8744
-10760.275
Base
11
44
B.2.3-3 (2)
-2532.3307
39.2239
Base
11
44
B.2.3-4 (2)
-2259.7715
52.0353
Base
11
44
B.2.3-7 (2)
-2259.7715
52.0353
Base
11
44
B.2.3-8 (9) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (9) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (10) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (10) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (11) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (11) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (12) Max
64226.4844
5719.5912
Base
11
44
B.2.3-8 (12) Min
-68746.0274
-5615.5206
Base
11
44
B.2.3-8 (13) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (13) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (14) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (14) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (15) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (15) Min
-33300.0857
-3328.2179
Base
11
44
B.2.3-8 (16) Max
28780.5426
3432.2885
Base
11
44
B.2.3-8 (16) Min
-33300.0857
-3328.2179
Base
11
44
B.2.4-2 (2)
-2454.4531
74.3567
Base
11
44
B.2.4-3 (2)
-2688.0749
64.3394
Base
11
44
B.2.4-4 (2)
-2669.0394
64.0561
Base
11
44
B.2.4-5 (1) DER Max
706412.8912
60508.1859
Base
11
44
B.2.4-5 (1) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (2) DER Max
706412.8912
Base
11
44
B.2.4-5 (2) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (3) DER Max
706412.8912
Base
11
44
B.2.4-5 (3) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (4) DER Max
706412.8912
Base
11
44
B.2.4-5 (4) DER Min
-711733.6651 -60380.3313
Base
11
44
B.2.4-5 (5) DER Max
328383.3303
Base
11
44
B.2.4-5 (5) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-5 (6) DER Max
328383.3303
Base
11
44
B.2.4-5 (6) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-5 (7) DER Max
328383.3303
Page 244 of 290
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
11
44
B.2.4-5 (7) DER Min
Base
11
44
B.2.4-5 (8) DER Max
328383.3303
Base
11
44
B.2.4-5 (8) DER Min
-333704.1043 -35986.3389
Base
11
44
B.2.4-7 (1) DER Max
706809.7549
Base
11
44
B.2.4-7 (1) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (2) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (2) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (3) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (3) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (4) DER Max
706809.7549
60479.3282
Base
11
44
B.2.4-7 (4) DER Min
-711336.8013
-60409.189
Base
11
44
B.2.4-7 (5) DER Max
328780.1941
36085.3358
Base
11
44
B.2.4-7 (5) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (6) DER Max
328780.1941
Base
11
44
B.2.4-7 (6) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (7) DER Max
328780.1941
Base
11
44
B.2.4-7 (7) DER Min
-333307.2405 -36015.1966
Base
11
44
B.2.4-7 (8) DER Max
328780.1941
Base
11
44
B.2.4-7 (8) DER Min
-333307.2405 -36015.1966
Base
12
48
DEAD
Base
12
48
LIVE
968.1024
17.1678
Base
12
48
SX Max
597585.7628
54537.559
Base
12
48
SY Max
216739.0069
19688.9985
Base
12
48
Lr
0
0
Base
12
48
EMPUJE
0
0
Base
12
48
GRANIZO
-8.0659
0.2576
Base
12
48
Sx Estatico
-596526.138
-12625.4629
Base
12
48
Sy Estatico
33268.2393
-4145.7122
Base
12
48
B.2.4-1
-1287.354
54.5527
Base
12
48
B.2.4-2 (1)
445.5176
74.2279
Base
12
48
B.2.4-3 (1)
-135.3438
63.9273
Base
12
48
B.2.4-5 (1) Max
118206.3494
10859.2719
Base
12
48
B.2.4-5 (1) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-6
-827.5847
35.0696
Base
12
48
B.2.4-7 (1) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (1) Min
-119169.2779
-10760.275
Base
12
48
B.2.3-1
-919.5386
38.9662
Base
12
48
B.2.3-2
48.5639
56.134
Base
12
48
B.2.3-3 (1)
-919.5386
38.9662
Base
12
48
ExDIS Max
106728.8172
9740.408
Base
12
48
ExDIS Min
-106728.8172
-9740.408
Base
12
48
EyDIS Max
38709.5866
3516.4551
Base
12
48
EyDIS Min
-38709.5866
-3516.4551
Base
12
48
B.2.4-4 (1)
-135.3438
63.9273
Base
12
48
B.2.4-5 (2) Max
118206.3494
10859.2719
Load Case/Combo
Page 245 of 290
MY kgf-cm
MZ kgf-cm
-333704.1043 -35986.3389
-919.5386
36114.1935 60479.3282
36085.3358 36085.3358 36085.3358 38.9662
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
12
48
B.2.4-5 (2) Min
Base
12
48
B.2.4-5 (3) Max
118206.3494
Base
12
48
B.2.4-5 (3) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-5 (4) Max
118206.3494
Base
12
48
B.2.4-5 (4) Min
-118477.0371 -10731.4173
Base
12
48
B.2.4-5 (5) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (5) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (6) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (6) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (7) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (7) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-5 (8) Max
70592.888
6502.5048
Base
12
48
B.2.4-5 (8) Min
-70863.5756
-6374.6503
Base
12
48
B.2.4-7 (2) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (2) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (3) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (3) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (4) Max
117514.1085
10830.4142
Base
12
48
B.2.4-7 (4) Min
-119169.2779
-10760.275
Base
12
48
B.2.4-7 (5) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (5) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (6) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (6) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (7) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (7) Min
-71555.8165
-6403.5079
Base
12
48
B.2.4-7 (8) Max
69900.6471
6473.6472
Base
12
48
B.2.4-7 (8) Min
-71555.8165
-6403.5079
Base
12
48
B.2.3-4 (1)
-193.4617
51.8421
Base
12
48
B.2.3-5
-919.5386
38.9662
Base
12
48
B.2.3-6 (1) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (1) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (2) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (2) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (3) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (3) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (4) Max
81919.6467
7595.7075
Base
12
48
B.2.3-6 (4) Min
-83758.7238
-7517.775
Base
12
48
B.2.3-6 (5) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (5) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (6) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (6) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (7) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (7) Min
-50429.3008
-4468.038
Base
12
48
B.2.3-6 (8) Max
48590.2237
4545.9705
Base
12
48
B.2.3-6 (8) Min
-50429.3008
-4468.038
Load Case/Combo
Page 246 of 290
MY kgf-cm
MZ kgf-cm
-118477.0371 -10731.4173 10859.2719 10859.2719
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Base
12
48
B.2.3-7 (1)
-193.4617
51.8421
Base
12
48
B.2.3-8 (1) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (1) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (2) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (2) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (3) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (3) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (4) Max
61935.9272
5719.398
Base
12
48
B.2.3-8 (4) Min
-62322.8507
-5615.7138
Base
12
48
B.2.3-8 (5) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (5) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (6) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (6) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (7) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (7) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-8 (8) Max
36938.86
3432.0953
Base
12
48
B.2.3-8 (8) Min
-37325.7834
-3328.4111
Base
12
48
B.2.3-9
-551.7231
23.3797
Base
12
48
B.2.3-10 (1) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (1) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (2) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (2) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (3) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (3) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (4) Max
82287.4621
7580.121
Base
12
48
B.2.3-10 (4) Min
-83390.9084
-7533.3615
Base
12
48
B.2.3-10 (5) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (5) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (6) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (6) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (7) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (7) Min
-50061.4854
-4483.6245
Base
12
48
B.2.3-10 (8) Max
48958.0391
4530.384
Base
12
48
B.2.3-10 (8) Min
-50061.4854
-4483.6245
Base
12
48
ENVOLVENTE DE SERVICIO Max
82287.4621
7595.7075
Base
12
48
ENVOLVENTE DE SERVICIO Min
-83758.7238
-7533.3615
Base
12
48
ENVOLVENTE MAYORADA Max
118206.3494
10859.2719
Base
12
48
ENVOLVENTE MAYORADA Min
-119169.2779
-10760.275
Base
12
48
B.2.3-3 (2)
-927.6045
39.2239
Base
12
48
B.2.3-4 (2)
-199.5112
52.0353
Base
12
48
B.2.3-7 (2)
-199.5112
52.0353
Base
12
48
B.2.3-8 (9) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (9) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (10) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (10) Min
-62328.9001
-5615.5206
Load Case/Combo
Page 247 of 290
MY kgf-cm
MZ kgf-cm
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
12
48
B.2.3-8 (11) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (11) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (12) Max
61929.8778
5719.5912
Base
12
48
B.2.3-8 (12) Min
-62328.9001
-5615.5206
Base
12
48
B.2.3-8 (13) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (13) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (14) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (14) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (15) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (15) Min
-37331.8329
-3328.2179
Base
12
48
B.2.3-8 (16) Max
36932.8105
3432.2885
Base
12
48
B.2.3-8 (16) Min
-37331.8329
-3328.2179
Base
12
48
B.2.4-2 (2)
441.4847
74.3567
Base
12
48
B.2.4-3 (2)
-148.2493
64.3394
Base
12
48
B.2.4-4 (2)
-139.3768
64.0561
Base
12
48
B.2.4-5 (1) DER Max
662472.1211
60508.1859
Base
12
48
B.2.4-5 (1) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (2) DER Max
662472.1211
Base
12
48
B.2.4-5 (2) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (3) DER Max
662472.1211
Base
12
48
B.2.4-5 (3) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (4) DER Max
662472.1211
Base
12
48
B.2.4-5 (4) DER Min
-662742.8087 -60380.3313
Base
12
48
B.2.4-5 (5) DER Max
395879.3919
Base
12
48
B.2.4-5 (5) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (6) DER Max
395879.3919
Base
12
48
B.2.4-5 (6) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (7) DER Max
395879.3919
Base
12
48
B.2.4-5 (7) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-5 (8) DER Max
395879.3919
Base
12
48
B.2.4-5 (8) DER Min
-396150.0796 -35986.3389
Base
12
48
B.2.4-7 (1) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (1) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (2) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (2) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (3) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (3) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (4) DER Max
661779.8802
60479.3282
Base
12
48
B.2.4-7 (4) DER Min
-663435.0496
-60409.189
Base
12
48
B.2.4-7 (5) DER Max
395187.151
36085.3358
Base
12
48
B.2.4-7 (5) DER Min
Base
12
48
B.2.4-7 (6) DER Max
Base
12
48
B.2.4-7 (6) DER Min
Base
12
48
B.2.4-7 (7) DER Max
Base
12
48
B.2.4-7 (7) DER Min
Page 248 of 290
MY kgf-cm
MZ kgf-cm
60508.1859 60508.1859 60508.1859 36114.1935 36114.1935 36114.1935 36114.1935
-396842.3204 -36015.1966 395187.151
36085.3358
-396842.3204 -36015.1966 395187.151
36085.3358
-396842.3204 -36015.1966
Analysis Results
4/02/2019
Table 5.8 - Joint Reactions (Part 2 of 2, continued) Story
Joint Label
Unique Name
Load Case/Combo
Base
12
48
B.2.4-7 (8) DER Max
Base
12
48
B.2.4-7 (8) DER Min
MY kgf-cm
MZ kgf-cm
395187.151
36085.3358
-396842.3204 -36015.1966
5.4 Modal Results Table 5.9 - Modal Periods and Frequencies Circular Period Frequency Frequency sec cyc/sec rad/sec
Eigenvalue rad²/sec²
Case
Mode
Modal
1
0.212
4.727
29.7014
Modal
2
0.201
4.971
31.2316
975.4145
Modal
3
0.17
5.878
36.9351
1364.1997
Modal
4
0.073
13.639
85.6951
7343.6503
Modal
5
0.07
14.38
90.3513
8163.3576
Modal
6
0.063
15.953
100.2376
10047.5748
Modal
7
0.056
17.741
111.468
12425.1085
Modal
8
0.056
17.843
112.1083
12568.2804
882.1714
Modal
9
0.051
19.491
122.4639
14997.405
Modal
10
0.013
79.891
501.9731
251976.9519
Modal
11
0.005
209.517
1316.4344
1732999.6091
Modal
12
0.004
251.635
1581.0697
2499781.3877
Modal
13
0.004
251.676
1581.3255
2500590.3501
Modal
14
0.004
285.12
1791.4601
3209329.1395
Modal
15
0.003
288.677
1813.8131
3289917.8333
Modal
16
0.002
488.674
3070.4316
9427550.3347
Modal
17
0.001
901.573
5664.7516
32089411
Modal
18
0.001
905.601
5690.059
32376772
Table 5.10 - Modal Participating Mass Ratios (Part 1 of 2) Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
1
0.212
0.7492
0.0328
0
0.7492
0.0328
0
Modal
2
0.201
0.0462
0.8489
0
0.7953
0.8817
0
Modal
3
0.17
0.0979
0.0172
0
0.8933
0.8989
0
Modal
4
0.073
0.0788
0.0023
0
0.9721
0.9012
0
Modal
5
0.07
0.003
0.0766
0
0.9751
0.9778
0
Modal
6
0.063
0.0007
0.0029
0
0.9759
0.9807
0
Modal
7
0.056
4.998E-06
0.0179
0
0.9759
0.9986
0
Modal
8
0.056
0.0145
0.0012
0
0.9904
0.9998
0
Modal
9
0.051
0.0096
0.0002
0
1
1
0
Modal
10
0.013
0
0
0
1
1
0
Modal
11
0.005
0
0
0
1
1
0
Modal
12
0.004
0
0
0
1
1
0
Modal
13
0.004
0
0
0
1
1
0
Modal
14
0.004
0
0
0
1
1
0
Modal
15
0.003
0
0
0
1
1
0
Page 249 of 290
Analysis Results
4/02/2019
Table 5.10 - Modal Participating Mass Ratios (Part 1 of 2, continued) Case
Mode
Period sec
UX
UY
UZ
Sum UX
Sum UY
Sum UZ
Modal
16
0.002
0
0
0
1
1
0
Modal
17
0.001
0
0
0
1
1
0
Modal
18
0.001
0
0
0
1
1
0
Table 5.10 - Modal Participating Mass Ratios (Part 2 of 2) Sum RX
Sum RY
0.122
0.0104
0.1435
0.122
0.0031
0.1825
0.1535
0.1251
0.7813
0.1825
0.1905
0.9064
0.003
0.205
0.8785
0.9094
0.0272
0.0028
0.9357
0.9057
0.9122
0.0006
0.0578
0.9569
0.9063
0.97
0.997
0.9064
0.97
0.0056
0.9999
0.9592
0.9757
0.0243
1
1
1
0
0
1
1
1
0
0
1
1
1
0
0
0
1
1
1
13
0
0
0
1
1
1
Modal
14
0
0
0
1
1
1
Modal
15
0
0
0
1
1
1
Modal
16
0
0
0
1
1
1
Modal
17
0
0
0
1
1
1
Modal
18
0
0
0
1
1
1
Case
Mode
RX
RY
Modal
1
0.0104
0.1435
Modal
2
0.1721
0.01
Modal
3
1.29E-06
0.037
Modal
4
0.0225
0.688
Modal
5
0.7306
Modal
6
0.0212
Modal
7
0.0401
Modal
8
0.0029
0.0528
Modal
9
0.0001
0.0408
Modal
10
0
Modal
11
0
Modal
12
Modal
RZ
2.497E-05 2.726E-05
Sum RZ
Table 5.11 - Modal Load Participation Ratios Static %
Dynamic %
Case
Item Type
Item
Modal
Acceleration
UX
100
100
Modal
Acceleration
UY
100
100
Modal
Acceleration
UZ
0
0
Table 5.12 - Modal Direction Factors Case
Mode
Period sec
UX
Modal
1
0.212
Modal
2
0.201
Modal
3
Modal
4
Modal
5
0.07
Modal
6
0.063
Modal
7
0.056
Modal
8
Modal
9
UY
UZ
RZ
0.832
0.04
0
0.128
0.052
0.946
0
0.002
0.17
0.126
0.026
0
0.848
0.073
0.899
0.033
0
0.068
0.043
0.939
0
0.018
0.394
0.032
0
0.574
0
0.895
0
0.105
0.056
0.436
0.062
0
0.502
0.051
0.245
0.041
0
0.714
Page 250 of 290
Analysis Results
4/02/2019
Table 5.12 - Modal Direction Factors (continued) Case
Mode
Period sec
UX
UY
UZ
RZ
Modal
10
0.013
0
0.001
0
0.999
Modal
11
0.005
0
0
0
1
Modal
12
0.004
0
0
0
1
Modal
13
0.004
0
0
0
1
Modal
14
0.004
0.115
0.002
0
0.883
Modal
15
0.003
0.022
0.318
0
0.66
Modal
16
0.002
0.941
0.013
0
0.046
Modal
17
0.001
0
0
0
1
Modal
18
0.001
0.986
0
0
0.014
Page 251 of 290
Design Data
4/02/2019
6 Design Data This chapter provides design data and results. 6.1 Concrete Frame Design Table 6.1 - Concrete Frame Preferences - ACI 318-08 Item
Value
Multi-Response Design
Step-by-Step
Seismic Design Category
D
# Interaction Curves
24
# Interaction Points
11
Minimum Eccentricity
Yes
Phi (Tension)
0.9
Phi (Compression Tied)
0.65
Phi (Compression Spiral)
0.7
Phi (Shear and Torsion)
0.85
Phi (Shear Seismic)
0.6
Phi (Shear Joint)
0.85
Pattern Live Load Factor
0.75
D/C Ratio Limit
0.95
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 1 of 2) Unique Design Name Type
Story
Label
Design Section
LLRF
Story3
C6
16
Story3
C7
19
Story3
C10
Story3 Story2
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
28
Column
Program Determined
1
0.88
0.88
1
1
1
C11
31
Column
Program Determined
1
0.88
0.88
1
1
1
C1
2
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C2
5
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C3
8
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C4
11
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C5
14
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C6
17
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C7
20
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C8
23
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C9
26
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C10
29
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C11
32
Column
Program Determined
1
0.88
0.88
1
1
1
Story2
C12
35
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C1
3
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C2
6
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C3
9
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C4
12
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C5
15
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C6
18
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C7
21
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C8
24
Column
Program Determined
1
0.88
0.88
1
1
1
Story1
C9
27
Column
Program Determined
1
0.88
0.88
1
1
1
Page 252 of 290
LMajor LMinor KMajor KMinor CmMajor
Design Data
4/02/2019
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 1 of 2, continued) Unique Design Name Type
Story
Label
Story1
C10
30
Story1
C11
33
Story1
C12
36
Design Section
LLRF
LMajor LMinor KMajor KMinor CmMajor
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
Column
Program Determined
1
0.88
0.88
1
1
1
Table 6.2 - Concrete Column Overwrites - ACI 318-08 (Part 2 of 2) Unique CmMinor DnsMajor DnsMinor DsMajor DsMinor Name
Story
Label
Story3
C6
16
1
1
1
1
1
Story3
C7
19
1
1
1
1
1
Story3
C10
28
1
1
1
1
1
Story3
C11
31
1
1
1
1
1
Story2
C1
2
1
1
1
1
1
Story2
C2
5
1
1
1
1
1
Story2
C3
8
1
1
1
1
1
Story2
C4
11
1
1
1
1
1
Story2
C5
14
1
1
1
1
1
Story2
C6
17
1
1
1
1
1
Story2
C7
20
1
1
1
1
1
Story2
C8
23
1
1
1
1
1
Story2
C9
26
1
1
1
1
1
Story2
C10
29
1
1
1
1
1
Story2
C11
32
1
1
1
1
1
Story2
C12
35
1
1
1
1
1
Story1
C1
3
1
1
1
1
1
Story1
C2
6
1
1
1
1
1
Story1
C3
9
1
1
1
1
1
Story1
C4
12
1
1
1
1
1
Story1
C5
15
1
1
1
1
1
Story1
C6
18
1
1
1
1
1
Story1
C7
21
1
1
1
1
1
Story1
C8
24
1
1
1
1
1
Story1
C9
27
1
1
1
1
1
Story1
C10
30
1
1
1
1
1
Story1
C11
33
1
1
1
1
1
Story1
C12
36
1
1
1
1
1
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 Story
Label
Story3
B4
Unique Design Name Type 47
Beam
Design Section
LLRF
LMajor LMinor
Program Determined
1
0.885496 0.656489 0.885496 0.656489
Story3
B6
53
Beam
Program Determined
1
Story3
B13
74
Beam
Program Determined
1
0.85
0.85
Story3
B16
83
Beam
Program Determined
1
0.85
0.85
Story3
B23
104
Beam
Program Determined
1
1
1
Story2
B1
37
Beam
Program Determined
1
Page 253 of 290
0.855769 0.855769
Design Data
4/02/2019
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 (continued) Unique Design Name Type
Story
Label
Design Section
LLRF
LMajor LMinor
Story2
B2
40
Story2
B3
43
Beam
Program Determined
1
0.885496 0.885496
Beam
Program Determined
1
Story2
B4
0.855769 0.855769
46
Beam
Program Determined
1
0.885496 0.656489
Story2 Story2
B5
49
Beam
Program Determined
1
0.855769 0.711538
B6
52
Beam
Program Determined
1
0.885496 0.656489
Story2
B7
55
Beam
Program Determined
1
0.855769 0.711538
Story2
B8
58
Beam
Program Determined
1
0.885496 0.885496
Story2
B9
61
Beam
Program Determined
1
Story2
B10
64
Beam
Program Determined
1
Story2
B11
67
Beam
Program Determined
1
Story2
B12
70
Beam
Program Determined
1
0.9
0.9
Story2
B13
73
Beam
Program Determined
1
0.85
0.85
Story2
B14
76
Beam
Program Determined
1
Story2
B15
79
Beam
Program Determined
1
0.9
0.9
Story2
B16
82
Beam
Program Determined
1
0.85
0.85
Story2
B17
85
Beam
Program Determined
1
Story2
B18
88
Beam
Program Determined
1
1
1
Story2
B19
91
Beam
Program Determined
1
1
1
Story2
B20
94
Beam
Program Determined
1
0.785714 0.785714
Story2
B21
97
Beam
Program Determined
1
0.785714 0.785714
Story2
B22
100
Beam
Program Determined
1
0.785714 0.785714
Story2
B23
103
Beam
Program Determined
1
1
1
Story2
B24
106
Beam
Program Determined
1
1
0.727273
Story2
B25
109
Beam
Program Determined
1
1
0.783654
Story1
B1
39
Beam
Program Determined
1
0.855769 0.855769
Story1
B2
42
Beam
Program Determined
1
0.885496 0.885496
Story1
B3
45
Beam
Program Determined
1
0.855769 0.855769
Story1
B4
48
Beam
Program Determined
1
0.885496 0.656489
Story1
B5
51
Beam
Program Determined
1
0.855769 0.711538
Story1
B6
54
Beam
Program Determined
1
0.885496 0.656489
Story1
B7
57
Beam
Program Determined
1
0.855769 0.711538
Story1
B8
60
Beam
Program Determined
1
0.885496 0.885496
Story1
B9
63
Beam
Program Determined
1
Story1
B10
66
Beam
Program Determined
1
Story1
B11
69
Beam
Program Determined
1
Story1
B12
72
Beam
Program Determined
1
0.9
0.9
Story1
B13
75
Beam
Program Determined
1
0.85
0.85
Story1
B14
78
Beam
Program Determined
1
Story1
B15
81
Beam
Program Determined
1
0.9
0.9
Story1
B16
84
Beam
Program Determined
1
0.85
0.85
Story1
B17
87
Beam
Program Determined
1
Story1
B18
90
Beam
Program Determined
1
1
1
Story1
B19
93
Beam
Program Determined
1
1
1
Story1
B20
96
Beam
Program Determined
1
0.785714 0.785714
Story1
B21
99
Beam
Program Determined
1
0.785714 0.785714
Page 254 of 290
0.9
0.9
0.85
0.85
0.863636 0.659091
0.863636 0.659091
0.863636 0.863636
0.9
0.9
0.85
0.85
0.863636 0.659091
0.863636 0.659091
0.863636 0.863636
Design Data
4/02/2019
Table 6.3 - Concrete Beam Overwrites - ACI 318-08 (continued) Unique Design Name Type
Story
Label
Design Section
LLRF
LMajor LMinor
Story1
B22
102
Story1
B23
105
Beam
Program Determined
1
0.785714 0.785714
Beam
Program Determined
1
Story1
B24
1
1
108
Beam
Program Determined
1
1
0.727273
Story1
B25
111
Beam
Program Determined
1
1
0.783654
Table 6.4 - Concrete Column PMM Envelope
Location
P kgf
M Major kgf-cm
M Minor kgf-cm
PMM Combo
PMM Ratio or Rebar %
Label
Story
Section
C6
Story3
COL30X30
Top
350.822
47809.782
18278.91
B.2.4-5 (4)
0.097
C6
Story3
COL30X30
Bottom
921.062
-62826.8889
-23713.8251
B.2.4-5 (4)
0.121
C7
Story3
COL30X30
Top
327.1418
30485.8012
-37971.9274
B.2.4-5 (8)
0.097 0.125
C7
Story3
COL30X30
Bottom
980.4543
-65086.5988
24892.8084
B.2.4-5 (4)
C10
Story3
COL30X30
Top
373.9734
-41482.0911
26240.8235
B.2.4-5 (4)
0.096
C10
Story3
COL30X30
Bottom
858.2293
45548.0668
-37247.804
B.2.4-5 (8)
0.114
C11
Story3
COL30X30
Top
271.0234
-38049.1504
-24902.035
B.2.4-5 (4)
0.089
C11
Story3
COL30X30
Bottom
844.8652
38498.0671
38684.4693
B.2.4-5 (8)
0.105
C1
Story2
COL30X30
Top
2319.1246
151044.2774
-46898.5984
B.2.4-5 (4)
0.279
C1
Story2
COL30X30
Bottom
2889.3646
-137209.7691
-57171.3217
B.2.4-5 (4)
0.265
C2
Story2
COL30X30
Top
2797.7619
124562.8919
62706.5373
B.2.4-5 (4)
0.254
C2
Story2
COL30X30
Bottom
3368.0019
-96127.2218
68863.3349
B.2.4-5 (4)
0.215
C3
Story2
COL30X30
Top
1969.7407
102723.7475
71302.2732
B.2.4-5 (4)
0.238
C3
Story2
COL30X30
Bottom
2968.2652
-56005.4417
-120269.6538 B.2.4-5 (8)
0.237
C4
Story2
COL30X30
Top
-379.6783
45152.1234
-73457.8606
B.2.4-5 (8)
0.176
C4
Story2
COL30X30
Bottom
239.642
-68704.0145
44523.8953
B.2.4-5 (4)
0.162
C5
Story2
COL30X30
Top
8816.4685
171095.861
-49192.7999
B.2.4-5 (4)
0.279
C5
Story2
COL30X30
Bottom
4175.6608
-181147.0784
-34314.4372
B.2.4-7 (4)
0.305
C6
Story2
COL30X30
Top
8525.3489
98489.6786
42576.8517
B.2.4-5 (4)
0.174
C6
Story2
COL30X30
Bottom
9095.5889
-121718.9024
58696.5354
B.2.4-5 (4)
0.222
C7
Story2
COL30X30
Top
7444.6726
46145.5022
98749.6311
B.2.4-5 (8)
0.178
C7
Story2
COL30X30
Bottom
8014.9126
-55202.4579
-126794.8881 B.2.4-5 (8)
0.227
C8
Story2
COL30X30
Top
2789.6791
72672.8582
-84359.2868
B.2.4-5 (8)
0.207
C8
Story2
COL30X30
Bottom
3705.8572
-107616.599
52951.9144
B.2.4-5 (4)
0.209
C9
Story2
COL30X30
Top
3537.6049
-173151.0285
-56154.9595
B.2.4-5 (4)
0.314
C9
Story2
COL30X30
Bottom
4107.8449
142975.9148
-61604.2605
B.2.4-5 (4)
0.272
C10
Story2
COL30X30
Top
3520.4742
-72507.5592
102886.6023
B.2.4-5 (8)
0.229
C10
Story2
COL30X30
Bottom
4090.7142
53248.5053
131117.9052
B.2.4-5 (8)
0.243
C11
Story2
COL30X30
Top
3318.5444
-62749.2019
115245.1419
B.2.4-5 (8)
0.235
C11
Story2
COL30X30
Bottom
3888.7844
45569.3866
-148508.7016 B.2.4-5 (8)
0.261
C12
Story2
COL30X30
Top
1441.265
-75522.961
-78678.1073
B.2.4-5 (8)
0.212
C12
Story2
COL30X30
Bottom
2011.505
50670.128
82768.2671
B.2.4-5 (8)
0.179
C1
Story1
COL30X30
Top
906.8915
115020.0323
56489.3178
B.2.4-7 (4)
0.244
C1
Story1
COL30X30
Bottom
1334.5715
-232300.1232
-105850.089
B.2.4-7 (4)
0.489
C2
Story1
COL30X30
Top
2335.7583
69702.9073
-70270.468
B.2.4-7 (4)
0.186
Page 255 of 290
Design Data
4/02/2019
Table 6.4 - Concrete Column PMM Envelope (continued)
M Major kgf-cm
M Minor kgf-cm
PMM Combo
PMM Ratio or Rebar % 0.368
Label
Story
Section
Location
P kgf
C2
Story1
COL30X30
Bottom
2763.4383
156318.1383
111947.3347
B.2.4-7 (4)
C3
Story1
COL30X30
Top
1284.7579
64511.5486
-66251.7685
B.2.4-7 (4)
0.18
C3
Story1
COL30X30
Bottom
1712.4379
-134004.6381 -111158.2595 B.2.4-7 (4)
0.342
C4
Story1
COL30X30
Top
-1227.0218
37217.7168
-71785.3788
B.2.4-7 (8)
C4
Story1
COL30X30
Bottom
-799.3418
-74884.5393
150162.3486
B.2.4-7 (8)
0.352
C5
Story1
COL30X30
Top
14177.7706
158598.0403
51656.1506
B.2.4-5 (4)
0.265
C5
Story1
COL30X30
Bottom
7505.8197
-257304.8495
-70087.6079
B.2.4-7 (4)
0.439
C6
Story1
COL30X30
Top
14565.5583
109279.6428
-65271.4956
B.2.4-5 (4)
0.21
C6
Story1
COL30X30
Bottom
8461.8693
-178041.1803
75220.693
B.2.4-7 (4)
0.32
C7
Story1
COL30X30
Top
12483.1348
44179.6488
104839.9696
B.2.4-5 (8)
0.183
C7
Story1
COL30X30
Bottom
7592.6776
71150.6484
-163281.2345 B.2.4-7 (8)
0.296
C8
Story1
COL30X30
Top
4516.7074
-51346.3532
-86271.3339
0.172
C8
Story1
COL30X30
Bottom
2294.1136
83119.9151
146952.1139
B.2.4-7 (8)
0.318
C9
Story1
COL30X30
Top
2656.1905
-107748.4182
61332.4191
B.2.4-7 (4)
0.227
B.2.4-5 (8)
0.186
C9
Story1
COL30X30
Bottom
3083.8705
228299.2622
-115715.4215 B.2.4-7 (4)
0.48
C10
Story1
COL30X30
Top
9578.4872
-30114.89
-128892.4457 B.2.4-5 (8)
0.204
C10
Story1
COL30X30
Bottom
3494.3485
154497.7984
125360.2801
B.2.4-7 (4)
0.38
C11
Story1
COL30X30
Top
3409.1007
-26526.7398
120018.6721
B.2.4-7 (8)
0.199
C11
Story1
COL30X30
Bottom
3836.7807
61387.9311
-194916.888
B.2.4-7 (8)
0.352
C12
Story1
COL30X30
Top
710.7762
-29549.2107
-84660.0121
B.2.4-7 (8)
0.17
C12
Story1
COL30X30
Bottom
1138.4562
71555.8165
171191.2462
B.2.4-7 (8)
0.354
Table 6.5 - Concrete Column Shear Envelope
COL30X30
Top
716.3498
B.2.4-7 (8)
251.1
416.0995
B.2.4-7 (8)
251.1
COL30X30
Bottom
716.3498
B.2.4-7 (8)
251.1
416.0995
B.2.4-7 (8)
251.1
COL30X30
Top
703.5826
B.2.4-7 (8)
251.1
459.0701
B.2.4-7 (8)
251.1
COL30X30
Bottom
703.5826
B.2.4-7 (8)
251.1
459.0701
B.2.4-7 (8)
251.1
COL30X30
Top
617.7352
B.2.4-7 (8)
251.1
512.9777
B.2.4-7 (8)
251.1
COL30X30
Bottom
617.7352
B.2.4-7 (8)
251.1
512.9777
B.2.4-7 (8)
251.1
COL30X30
Top
566.0769
B.2.4-7 (8)
251.1
493.7102
B.2.4-7 (8)
251.1
COL30X30
Bottom
566.0769
B.2.4-7 (8)
251.1
493.7102
B.2.4-7 (8)
251.1
1612.4136 B.2.4-7 (8)
251.1
1750.4573 B.2.4-7 (8)
251.1
1612.4136 B.2.4-7 (8)
251.1
1750.4573 B.2.4-7 (8)
251.1
1549.3328 B.2.4-7 (8)
251.1
1555.4729 B.2.4-7 (8)
251.1
1549.3328 B.2.4-7 (8)
251.1
1555.4729 B.2.4-7 (8)
251.1
Top
1158.0007 B.2.4-7 (8)
251.1
1654.6163 B.2.4-7 (8)
251.1
COL30X30
Bottom
1158.0007 B.2.4-7 (8)
251.1
1654.6163 B.2.4-7 (8)
251.1
COL30X30
Top
897.0608
B.2.4-7 (8)
251.1
1009.0952 B.2.4-7 (8)
251.1
Story2
COL30X30
Bottom
897.0608
B.2.4-7 (8)
251.1
1009.0952 B.2.4-7 (8)
251.1
Story2
COL30X30
Top
3453.132
B.2.4-7 (8)
471.47
2453.3685 B.2.4-7 (8)
334.97
Section
C6
Story3
C6
Story3
C7
Story3
C7
Story3
C10
Story3
C10
Story3
C11
Story3
C11
Story3
C1
Story2
COL30X30
Top
C1
Story2
COL30X30
Bottom
C2
Story2
COL30X30
Top
C2
Story2
COL30X30
Bottom
C3
Story2
COL30X30
C3
Story2
C4
Story2
C4 C5
Page 256 of 290
V Minor kgf
Minor Combo
At Minor mm²/m
V Major kgf
Story
Major Combo
At Major mm²/m
Location
Label
Design Data
4/02/2019
Table 6.5 - Concrete Column Shear Envelope (continued) Label
Story
Section
Location
V Major kgf
Major Combo
At Major mm²/m
C5
Story2
COL30X30
Bottom
3453.132
B.2.4-7 (8)
471.47
2453.3685 B.2.4-7 (8)
C6
Story2
COL30X30
Top
1706.0416 B.2.4-7 (8)
251.1
867.5418
B.2.4-7 (8)
251.1
C6
Story2
COL30X30
Bottom
1706.0416 B.2.4-7 (8)
251.1
867.5418
B.2.4-7 (8)
251.1
C7
Story2
COL30X30
Top
1321.5713 B.2.4-7 (8)
251.1
975.6006
B.2.4-7 (8)
251.1
C7
Story2
COL30X30
Bottom
1321.5713 B.2.4-7 (8)
251.1
975.6006
B.2.4-7 (8)
251.1
C8
Story2
COL30X30
Top
1983.1129 B.2.4-7 (8)
270.76
1020.5908 B.2.4-7 (8)
251.1
C8
Story2
COL30X30
Bottom
1983.1129 B.2.4-7 (8)
270.76
1020.5908 B.2.4-7 (8)
251.1
C9
Story2
COL30X30
Top
1954.2993 B.2.4-7 (8)
266.83
2000.5459 B.2.4-7 (8)
273.14
C9
Story2
COL30X30
Bottom
1954.2993 B.2.4-7 (8)
266.83
2000.5459 B.2.4-7 (8)
273.14
C10
Story2
COL30X30
Top
960.9149
B.2.4-7 (8)
251.1
1030.3443 B.2.4-7 (8)
251.1
C10
Story2
COL30X30
Bottom
960.9149
B.2.4-7 (8)
251.1
1030.3443 B.2.4-7 (8)
251.1
C11
Story2
COL30X30
Top
817.4921
B.2.4-7 (8)
251.1
1128.7007 B.2.4-7 (8)
251.1
C11
Story2
COL30X30
Bottom
817.4921
B.2.4-7 (8)
251.1
1128.7007 B.2.4-7 (8)
251.1
C12
Story2
COL30X30
Top
1278.2043 B.2.4-7 (8)
251.1
1206.7733 B.2.4-7 (8)
251.1
C12
Story2
COL30X30
Bottom
1278.2043 B.2.4-7 (8)
251.1
1206.7733 B.2.4-7 (8)
251.1
C1
Story1
COL30X30
Top
1598.7813 B.2.4-5 (4)
272.86
1413.8301 B.2.4-7 (8)
251.1
C1
Story1
COL30X30
Bottom
1598.7813 B.2.4-5 (4)
272.86
1413.8301 B.2.4-7 (8)
251.1
C2
Story1
COL30X30
Top
1165.3681 B.2.4-7 (8)
251.1
1637.4008 B.2.4-7 (8)
251.1
C2
Story1
COL30X30
Bottom
1165.3681 B.2.4-7 (8)
251.1
1637.4008 B.2.4-7 (8)
251.1
C3
Story1
COL30X30
Top
937.4252
B.2.4-7 (8)
251.1
1533.7759 B.2.4-7 (8)
251.1
C3
Story1
COL30X30
Bottom
937.4252
B.2.4-7 (8)
251.1
1533.7759 B.2.4-7 (8)
251.1
C4
Story1
COL30X30
Top
873.7983
B.2.4-7 (8)
251.1
1008.4733 B.2.4-7 (8)
251.1
C4
Story1
COL30X30
Bottom
873.7983
B.2.4-7 (8)
251.1
1008.4733 B.2.4-7 (8)
251.1
C5
Story1
COL30X30
Top
1884.4205 B.2.4-7 (4)
321.61
1822.4506 B.2.4-7 (8)
251.1
C5
Story1
COL30X30
Bottom
1884.4205 B.2.4-7 (4)
321.61
1822.4506 B.2.4-7 (8)
251.1
C6
Story1
COL30X30
Top
1661.1417 B.2.4-7 (8)
251.1
1957.9369 B.2.4-7 (8)
267.32
C6
Story1
COL30X30
Bottom
1661.1417 B.2.4-7 (8)
251.1
1957.9369 B.2.4-7 (8)
267.32
C7
Story1
COL30X30
Top
1337.5926 B.2.4-7 (8)
251.1
1443.0519 B.2.4-7 (8)
251.1
C7
Story1
COL30X30
Bottom
1337.5926 B.2.4-7 (8)
251.1
1443.0519 B.2.4-7 (8)
251.1
C8
Story1
COL30X30
Top
1307.9268 B.2.4-7 (8)
251.1
1025.0263 B.2.4-7 (8)
251.1
C8
Story1
COL30X30
Bottom
1307.9268 B.2.4-7 (8)
251.1
1025.0263 B.2.4-7 (8)
251.1
C9
Story1
COL30X30
Top
1551.7664 B.2.4-5 (4)
264.83
1634.3254 B.2.4-7 (8)
251.1
C9
Story1
COL30X30
Bottom
1551.7664 B.2.4-5 (4)
264.83
1634.3254 B.2.4-7 (8)
251.1
C10
Story1
COL30X30
Top
1123.3973 B.2.4-7 (8)
251.1
1866.9972 B.2.4-7 (8)
254.91
C10
Story1
COL30X30
Bottom
1123.3973 B.2.4-7 (8)
251.1
1866.9972 B.2.4-7 (8)
254.91
C11
Story1
COL30X30
Top
948.1739
B.2.4-7 (8)
251.1
1479.4838 B.2.4-5 (8)
252.5
C11
Story1
COL30X30
Bottom
948.1739
B.2.4-7 (8)
251.1
1479.4838 B.2.4-5 (8)
252.5
C12
Story1
COL30X30
Top
857.6642
B.2.4-7 (8)
251.1
1183.2544 B.2.4-7 (8)
251.1
C12
Story1
COL30X30
Bottom
857.6642
B.2.4-7 (8)
251.1
1183.2544 B.2.4-7 (8)
251.1
Page 257 of 290
V Minor kgf
Minor Combo
At Minor mm²/m 334.97
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope Label
Story
B4 B4
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
29161.1492
B.2.4-7 (4)
38
29483.8948
B.2.4-5 (4)
37
55
26499.5911
B.2.4-7 (4)
33
B.2.4-5 (4)
63
27340.4162
B.2.4-7 (4)
35
B.2.4-5 (4)
14
27880.0243
B.2.4-5 (4)
34
-40258.4972
B.2.4-5 (4)
50
24889.2205
B.2.4-7 (4)
31
-28583.8911
B.2.4-7 (8)
37
27152.3942
B.2.4-7 (8)
35
Location
Section
Story3
End-I
VIGA30X30
-50068.2392
B.2.4-5 (4)
64
Story3
Middle
VIGA30X30
-12517.0598
B.2.4-5 (4)
14
B4
Story3
End-J
VIGA30X30
-43906.4792
B.2.4-5 (4)
B6
Story3
End-I
VIGA30X30
-49318.3509
B6
Story3
Middle
VIGA30X30
-12329.5877
B6
Story3
End-J
VIGA30X30
B13
Story3
End-I
VIGA30X30
B13
Story3
Middle
VIGA30X30
-10744.1209
B.2.4-7 (8)
13
19544.2158
B.2.4-5 (8)
24
B13
Story3
End-J
VIGA30X30
-31897.2823
B.2.4-5 (8)
41
26845.5899
B.2.4-7 (8)
35
B16
Story3
End-I
VIGA30X30
-35364.9519
B.2.4-5 (8)
46
29752.2667
B.2.4-7 (8)
39
B16
Story3
Middle
VIGA30X30
-11527.8084
B.2.4-7 (8)
15
23391.468
B.2.4-5 (8)
30
B16
Story3
End-J
VIGA30X30
-34058.3252
B.2.4-5 (8)
44
31057.9592
B.2.4-7 (8)
40
B23
Story3
End-I
VIGA15X30
-11015.4131
B.2.4-5 (8)
14
5507.7066
B.2.4-5 (8)
7
B23
Story3
Middle
VIGA15X30
-2904.8061
B.2.4-5 (8)
4
8885.0891
B.2.4-3 (2)
12
B23
Story3
End-J
VIGA15X30
0
B.2.4-5 (8)
15
5809.6121
B.2.4-5 (8)
8
B1
Story2
End-I
VIGA30X30 -109715.1173 B.2.4-5 (4)
145
86643.0516
B.2.4-7 (4)
114
B1
Story2
Middle
VIGA30X30
B.2.4-5 (4)
48
77076.1741
B.2.4-2 (1)
102
B1
Story2
End-J
VIGA30X30 -146503.7623 B.2.4-5 (4)
194
73251.8811
B.2.4-5 (4)
96
B2
Story2
End-I
VIGA30X30 -162161.2823 B.2.4-5 (4)
216
81080.6412
B.2.4-5 (4)
107
B2
Story2
Middle
VIGA30X30
53
131125.8221 B.2.4-2 (1)
174
B2
Story2
End-J
VIGA30X30 -133215.1944 B.2.4-5 (4)
177
108704.8509 B.2.4-5 (4)
144
B3
Story2
End-I
VIGA30X30 -105388.5677 B.2.4-5 (4)
139
63277.9805
B3
Story2
Middle
VIGA30X30
B.2.4-5 (4)
B3
Story2
End-J
B4
Story2
B4
Story2
B.2.4-5 (4)
53
B4
Story2
End-J
VIGA30X30 -130979.6128 B.2.4-5 (4)
174
77906.39
B.2.4-5 (4)
103
B5
Story2
End-I
VIGA30X30
104
51395.7959
B.2.4-7 (4)
68
B5
Story2
Middle
VIGA30X30
-24501.1594
B.2.4-5 (4)
32
64228.4601
B.2.4-5 (4)
84
B5
Story2
End-J
VIGA30X30
-98004.6374
B.2.4-5 (4)
129
49002.3187
B.2.4-5 (4)
64
B6
Story2
End-I
VIGA30X30 -130835.7787 B.2.4-5 (4)
B6
Story2
Middle
VIGA30X30
B6
Story2
B7
Story2
B7
-36625.9406
-40540.3206
B.2.4-5 (4)
B.2.4-7 (4)
83
46
107679.7724 B.2.4-2 (1)
142
VIGA30X30 -139584.8556 B.2.4-5 (4)
185
69792.4278
B.2.4-5 (4)
92
End-I
VIGA30X30 -162830.2248 B.2.4-5 (4)
217
81415.1124
B.2.4-5 (4)
107
Middle
VIGA30X30
115118.6465 B.2.4-2 (1)
152
-34896.2139
-40707.5562 -78612.3214
B.2.4-5 (4)
173
65417.8893
B.2.4-5 (4)
86
B.2.4-5 (4)
43
92614.9828
B.2.4-2 (1)
122
End-J
VIGA30X30 -111263.8763 B.2.4-5 (4)
147
65211.5122
B.2.4-5 (4)
86
End-I
VIGA30X30
-60818.2718
B.2.4-7 (4)
80
57852.8845
B.2.4-5 (4)
76
Story2
Middle
VIGA30X30
-27774.2689
B.2.4-5 (4)
36
32363.2565
B.2.4-7 (4)
42
B7
Story2
End-J
VIGA30X30
-77781.7067
B.2.4-5 (4)
102
38890.8533
B.2.4-5 (4)
51
B8
Story2
End-I
VIGA30X30
-95743.7527
B.2.4-5 (4)
126
47871.8764
B.2.4-5 (4)
63
B8
Story2
Middle
VIGA30X30
-23935.9382
B.2.4-5 (4)
31
83406.1663
B.2.4-2 (1)
110
B8
Story2
End-J
VIGA30X30
-86825.3901
B.2.4-5 (4)
115
71909.2771
B.2.4-5 (4)
95
B9
Story2
End-I
VIGA30X30
-98508.7343
B.2.4-5 (8)
130
49254.3672
B.2.4-5 (8)
65
B9
Story2
Middle
VIGA30X30
-28454.0554
B.2.4-5 (8)
37
24627.1836
B.2.4-5 (8)
32
B9
Story2
End-J
VIGA30X30
-53330.4423
B.2.4-7 (8)
70
48690.6268
B.2.4-5 (8)
64
B10
Story2
End-I
VIGA30X30
-56705.8811
B.2.4-7 (8)
75
50189.6892
B.2.4-5 (8)
66
B10
Story2
Middle
VIGA30X30
-25857.4111
B.2.4-7 (8)
34
29862.2722
B.2.4-5 (8)
39
B10
Story2
End-J
VIGA30X30
-59214.5917
B.2.4-5 (8)
78
45623.7118
B.2.4-7 (8)
60
-32708.9447
Page 258 of 290
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) (+) Combo
As Bot mm²
43543.9291
B.2.4-7 (8)
57
45883.8919
B.2.4-5 (8)
60
90
65385.6321
B.2.4-5 (8)
86
VIGA30X30 -118573.6455 B.2.4-5 (8)
157
59286.8227
B.2.4-5 (8)
78
VIGA30X30
-39998.9989
B.2.4-5 (8)
52
29643.4114
B.2.4-5 (8)
39
End-J
VIGA30X30
-53524.4968
B.2.4-7 (8)
70
54270.3836
B.2.4-5 (8)
71
Story2
End-I
VIGA30X30
-56999.4294
B.2.4-7 (8)
75
52088.1991
B.2.4-5 (8)
68
Story2
Middle
VIGA30X30
-21523.4197
B.2.4-7 (8)
28
41277.575
B.2.4-5 (8)
54
B13
Story2
End-J
VIGA30X30
-67551.5705
B.2.4-5 (8)
89
42874.5728
B.2.4-7 (8)
56
B14
Story2
End-I
VIGA30X30
-75321.2193
B.2.4-5 (8)
99
43091.4062
B.2.4-7 (8)
57
B14
Story2
Middle
VIGA30X30
-25631.2039
B.2.4-7 (8)
34
43816.0843
B.2.4-5 (8)
58
B14
Story2
End-J
VIGA30X30
-69236.1114
B.2.4-5 (8)
91
54253.1311
B.2.4-7 (8)
71
B15
Story2
End-I
VIGA30X30 -111855.0487 B.2.4-5 (8)
148
55927.5243
B.2.4-5 (8)
74
B15
Story2
Middle
VIGA30X30
-33594.2423
B.2.4-5 (8)
44
27963.7622
B.2.4-5 (8)
37
B15
Story2
End-J
VIGA30X30
-65759.8871
B.2.4-7 (8)
87
60053.2229
B.2.4-5 (8)
79
B16
Story2
End-I
VIGA30X30
-72610.6223
B.2.4-5 (8)
96
63566.645
B.2.4-7 (8)
84
B16
Story2
Middle
VIGA30X30
-32406.8955
B.2.4-7 (8)
42
37744.5112
B.2.4-5 (8)
50
B16
Story2
End-J
VIGA30X30
-66914.7722
B.2.4-7 (8)
88
65165.5016
B.2.4-5 (8)
86
B17
Story2
End-I
VIGA30X30
-80670.8491
B.2.4-5 (8)
106
62536.8152
B.2.4-7 (8)
82
B17
Story2
Middle
VIGA30X30
-31840.2467
B.2.4-5 (8)
42
33039.2042
B.2.4-7 (8)
43
B17
Story2
End-J
VIGA30X30
-81943.5347
B.2.4-7 (8)
108
79735.3669
B.2.4-5 (8)
105
B18
Story2
End-I
VIGA15X30
-30812.3946
B.2.4-5 (4)
41
25158.1932
B.2.4-5 (4)
33
B18
Story2
Middle
VIGA15X30
-8142.2862
B.2.4-5 (4)
11
24888.0656
B.2.4-5 (4)
33
B18
Story2
End-J
VIGA15X30
-32569.1447
B.2.4-5 (4)
43
16284.5723
B.2.4-5 (4)
21
B19
Story2
End-I
VIGA15X30
-38422.7594
B.2.4-5 (4)
51
19211.3797
B.2.4-5 (4)
25
B19
Story2
Middle
VIGA15X30
-9605.6899
B.2.4-5 (4)
13
39935.2611
B.2.4-5 (4)
53
B19
Story2
End-J
VIGA15X30
-32744.1887
B.2.4-5 (4)
43
33520.415
B.2.4-5 (4)
44
B20
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B20
Story2
Middle
VIGA30X30
-19402.1311
B.2.4-5 (4)
25
10191.1155
B.2.4-5 (4)
13
B20
Story2
End-J
VIGA30X30
-40764.4621
B.2.4-5 (4)
53
20382.2311
B.2.4-5 (4)
27
B21
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B21
Story2
Middle
VIGA30X30
-47242.4013
B.2.4-2 (2)
62
24111.2506
B.2.4-2 (2)
32
B21
Story2
End-J
VIGA30X30
-96445.0025
B.2.4-2 (2)
127
48222.5013
B.2.4-2 (2)
63
B22
Story2
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B22
Story2
Middle
VIGA30X30
-23155.551
B.2.4-5 (4)
30
12067.8255
B.2.4-5 (4)
16
B22
Story2
End-J
VIGA30X30
-48271.3019
B.2.4-5 (4)
63
24135.651
B.2.4-5 (4)
32
B23
Story2
End-I
VIGA15X30
-25125.5532
B.2.4-5 (8)
33
12562.7766
B.2.4-5 (8)
16
B23
Story2
Middle
VIGA15X30
-7360.9622
B.2.4-5 (8)
10
22116.4293
B.2.4-2 (1)
29
B23
Story2
End-J
VIGA15X30
-29443.8489
B.2.4-5 (8)
39
14721.9244
B.2.4-5 (8)
19
B24
Story2
End-I
VIGA15X30
-21403.349
B.2.4-5 (8)
28
13914.3096
B.2.4-5 (8)
18
B24
Story2
Middle
VIGA15X30
-8601.6662
B.2.4-5 (8)
11
17084.5159
B.2.4-5 (8)
22
B24
Story2
End-J
VIGA15X30
-34406.6648
B.2.4-5 (8)
45
17203.3324
B.2.4-5 (8)
23
B25
Story2
End-I
VIGA15X30
-27538.1712
B.2.4-5 (4)
36
19781.0764
B.2.4-5 (4)
26
B25
Story2
Middle
VIGA15X30
-7297.8662
B.2.4-5 (4)
10
20237.3378
B.2.4-2 (1)
27
Label
Story
B11 B11
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
Location
Section
Story2
End-I
VIGA30X30
-66531.9846
B.2.4-5 (8)
88
Story2
Middle
VIGA30X30
-30075.3489
B.2.4-7 (8)
39
B11
Story2
End-J
VIGA30X30
-68452.3017
B.2.4-7 (8)
B12
Story2
End-I
B12
Story2
Middle
B12
Story2
B13 B13
Page 259 of 290
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) Section
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
Label
Story
Location
B25
Story2
End-J
VIGA15X30
B.2.4-5 (4)
38
15877.7162
B.2.4-5 (4)
21
B1
Story1
End-I
VIGA30X30 -200810.4937 B.2.4-5 (4)
268
170064.7172 B.2.4-7 (4)
226
B1
Story1
Middle
VIGA30X30
79
75482.9217
99
B1
Story1
End-J
VIGA30X30 -153091.0491 B.2.4-5 (4)
203
142633.1234 B.2.4-7 (4)
189
B2
Story1
End-I
VIGA30X30 -149890.4551 B.2.4-5 (4)
199
123448.7352 B.2.4-7 (4)
163
B2
Story1
Middle
VIGA30X30
B.2.4-5 (4)
64
65448.9553
B.2.4-5 (4)
86
B2
Story1
End-J
VIGA30X30 -193527.0292 B.2.4-5 (4)
258
149932.7133 B.2.4-7 (4)
199
B3
Story1
End-I
VIGA30X30
-159191.936
B.2.4-5 (4)
212
129497.2992 B.2.4-7 (4)
172
B3
Story1
Middle
VIGA30X30
-48082.6418
B.2.4-7 (4)
63
55320.7218
B.2.4-5 (4)
73
B3
Story1
End-J
VIGA30X30 -114966.1435 B.2.4-7 (4)
152
116550.3012 B.2.4-5 (4)
154
B4
Story1
End-I
VIGA30X30 -109570.0882 B.2.4-7 (4)
145
95660.3318
B.2.4-5 (4)
126
B4
Story1
Middle
VIGA30X30
50
67023.7754
B.2.4-5 (4)
88
B4
Story1
End-J
VIGA30X30 -153389.9959 B.2.4-5 (4)
204
110835.1965 B.2.4-7 (4)
147
B5
Story1
End-I
VIGA30X30 -127746.3954 B.2.4-5 (4)
169
99091.1638
131
B5
Story1
Middle
VIGA30X30
-55546.2322
B.2.4-5 (4)
73
56005.1154
B.2.4-7 (4)
74
B5
Story1
End-J
VIGA30X30
-97031.0049
B.2.4-7 (4)
128
86462.2251
B.2.4-5 (4)
114
B6
Story1
End-I
VIGA30X30
-95314.7037
B.2.4-5 (4)
126
75053.3813
B.2.4-7 (4)
99
B6
Story1
Middle
VIGA30X30
-32306.422
B.2.4-5 (4)
42
52677.0802
B.2.4-5 (4)
69
B6
Story1
End-J
VIGA30X30 -129225.6881 B.2.4-5 (4)
171
92467.9462
B.2.4-7 (4)
122
B7
Story1
End-I
VIGA30X30 -118996.7969 B.2.4-5 (4)
157
101823.9784 B.2.4-7 (4)
135
B7
Story1
Middle
VIGA30X30
-50671.9528
B.2.4-7 (4)
67
56632.7083
B.2.4-5 (4)
74
B7
Story1
End-J
VIGA30X30
-91604.4045
B.2.4-7 (4)
121
87650.4105
B.2.4-5 (4)
116
B8
Story1
End-I
VIGA30X30
-90065.4158
B.2.4-5 (4)
119
75136.9995
B.2.4-7 (4)
99
B8
Story1
Middle
VIGA30X30
-29195.0092
B.2.4-5 (4)
38
32489.6911
B.2.4-7 (4)
43
B8
Story1
End-J
VIGA30X30 -116780.0367 B.2.4-5 (4)
155
92199.157
B.2.4-7 (4)
122
B9
Story1
End-I
VIGA30X30 -167565.5714 B.2.4-5 (8)
223
83782.7857
B.2.4-5 (8)
110
B9
Story1
Middle
VIGA30X30
-41891.3929
B.2.4-5 (8)
55
82300.1989
B.2.4-5 (8)
108
B9
Story1
End-J
VIGA30X30
-145716.275
B.2.4-5 (8)
193
72858.1375
B.2.4-5 (8)
96
B10
Story1
End-I
VIGA30X30 -145526.9929 B.2.4-5 (8)
193
77325.2276
B.2.4-7 (8)
102
B10
Story1
Middle
VIGA30X30
B.2.4-5 (8)
74
59847.2174
B.2.4-5 (8)
79
B10
Story1
End-J
VIGA30X30 -110405.0912 B.2.4-5 (8)
146
89848.6658
B.2.4-7 (8)
119
B11
Story1
End-I
VIGA30X30 -118827.8414 B.2.4-5 (8)
157
91105.2987
B.2.4-7 (8)
120
B11
Story1
Middle
VIGA30X30
83
73788.3881
B.2.4-5 (8)
97
B11
Story1
End-J
VIGA30X30 -128949.5547 B.2.4-5 (8)
171
122810.0233 B.2.4-7 (8)
163
B12
Story1
End-I
VIGA30X30 -217911.5419 B.2.4-5 (8)
271
108955.771
B.2.4-5 (8)
144
B12
Story1
Middle
VIGA30X30
B.2.4-5 (8)
72
129075.1444 B.2.4-2 (1)
171
B12
Story1
End-J
VIGA30X30 -191958.2001 B.2.4-5 (8)
256
95979.1001
B.2.4-5 (8)
127
B13
Story1
End-I
VIGA30X30 -151021.8108 B.2.4-5 (8)
201
75510.9054
B.2.4-5 (8)
99
B13
Story1
Middle
VIGA30X30
B.2.4-5 (8)
76
47374.5918
B.2.4-5 (8)
62
B13
Story1
End-J
VIGA30X30 -105271.1986 B.2.4-5 (8)
139
67750.0824
B.2.4-7 (8)
89
B14
Story1
End-I
VIGA30X30 -128603.6489 B.2.4-5 (8)
170
66902.9944
B.2.4-7 (8)
88
B14
Story1
Middle
VIGA30X30
B.2.4-7 (8)
57
87941.7218
B.2.4-5 (8)
116
B14
Story1
End-J
VIGA30X30 -135224.4149 B.2.4-5 (8)
179
94296.2298
B.2.4-7 (8)
124
B15
Story1
End-I
VIGA30X30 -194912.0629 B.2.4-5 (8)
260
97456.0314
B.2.4-5 (8)
129
-29191.4649 -59819.5789
-48381.7573
-38347.499
-56079.1535
-63111.6615
-54477.8855
-58024.8941
-43382.2472
B.2.4-7 (4)
B.2.4-5 (4)
B.2.4-7 (8)
Page 260 of 290
B.2.4-5 (4)
B.2.4-7 (4)
Design Data
4/02/2019
Table 6.6 - Concrete Beam Flexure Envelope (continued) Section
(-) Moment As Top (+) Moment (-) Combo kgf-cm mm² kgf-cm
(+) Combo
As Bot mm²
Label
Story
Location
B15
Story1
Middle
VIGA30X30
B.2.4-5 (8)
64
96870.2505
B.2.4-5 (8)
128
B15
Story1
End-J
VIGA30X30 -162012.5136 B.2.4-5 (8)
215
81006.2568
B.2.4-5 (8)
107
B16
Story1
End-I
VIGA30X30 -145105.6649 B.2.4-5 (8)
193
92589.7092
B.2.4-7 (8)
122
B16
Story1
Middle
VIGA30X30
B.2.4-5 (8)
101
49434.9534
B.2.4-7 (8)
65
B16
Story1
End-J
VIGA30X30 -113907.1802 B.2.4-5 (8)
151
103077.3119 B.2.4-7 (8)
136
B17
Story1
End-I
VIGA30X30 -148374.1711 B.2.4-5 (8)
197
99028.3135
B.2.4-7 (8)
131
B17
Story1
Middle
VIGA30X30
B.2.4-5 (8)
53
71908.2902
B.2.4-5 (8)
95
B17
Story1
End-J
VIGA30X30 -161666.1558 B.2.4-5 (8)
215
134118.8356 B.2.4-7 (8)
178
B18
Story1
End-I
VIGA15X30
-57204.6845
B.2.4-5 (4)
76
38964.6181
B.2.4-7 (4)
51
B18
Story1
Middle
VIGA15X30
-14301.1711
B.2.4-5 (4)
19
29034.5487
B.2.4-5 (4)
38
B18
Story1
End-J
VIGA15X30
-46927.3617
B.2.4-5 (4)
62
23463.6809
B.2.4-5 (4)
31
B19
Story1
End-I
VIGA15X30
-55478.4261
B.2.4-5 (4)
73
27739.213
B.2.4-5 (4)
36
B19
Story1
Middle
VIGA15X30
-16711.5897
B.2.4-5 (4)
22
39689.9914
B.2.4-5 (4)
52
B19
Story1
End-J
VIGA15X30
-66846.3587
B.2.4-5 (4)
89
37478.3468
B.2.4-5 (4)
49
B20
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B20
Story1
Middle
VIGA30X30
-24440.3832
B.2.4-5 (4)
32
12710.2416
B.2.4-5 (4)
17
B20
Story1
End-J
VIGA30X30
-50840.9663
B.2.4-5 (4)
67
25420.4832
B.2.4-5 (4)
33
B21
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B21
Story1
Middle
VIGA30X30
-45291.815
B.2.4-2 (2)
59
23135.9575
B.2.4-2 (2)
30
B21
Story1
End-J
VIGA30X30
-92543.83
B.2.4-2 (2)
122
46271.915
B.2.4-2 (2)
61
B22
Story1
End-I
VIGA30X30
0
B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
B22
Story1
Middle
VIGA30X30
-27622.285
B.2.4-5 (4)
36
14301.1925
B.2.4-5 (4)
19
B22
Story1
End-J
VIGA30X30
-57204.77
B.2.4-5 (4)
75
28602.385
B.2.4-5 (4)
37
B23
Story1
End-I
VIGA15X30
-45656.5399
B.2.4-5 (8)
60
22828.27
B.2.4-5 (8)
30
B23
Story1
Middle
VIGA15X30
-14252.6245
B.2.4-5 (8)
19
14421.1544
B.2.4-5 (8)
19
B23
Story1
End-J
VIGA15X30
-35016.9902
B.2.4-5 (8)
46
17508.4951
B.2.4-5 (8)
23
B24
Story1
End-I
VIGA15X30
-42611.1817
B.2.4-5 (8)
56
23552.7995
B.2.4-5 (8)
31
B24
Story1
Middle
VIGA15X30
-11992.6605
B.2.4-5 (8)
16
25688.7829
B.2.4-5 (8)
34
B24
Story1
End-J
VIGA15X30
-47970.6421
B.2.4-5 (8)
63
36097.2701
B.2.4-7 (8)
48
B25
Story1
End-I
VIGA15X30
-44468.9573
B.2.4-5 (4)
59
29416.272
B.2.4-7 (4)
39
B25
Story1
Middle
VIGA15X30
-11117.2393
B.2.4-5 (4)
15
12559.5514
B.2.4-5 (4)
16
B25
Story1
End-J
VIGA15X30
-23461.604
B.2.4-7 (4)
31
25915.5782
B.2.4-5 (4)
34
-48728.0157
-76371.0877
-40416.539
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2) At T Combo Torsion At mm²/m
T for As kgf-cm
3395.4051
B.2.4-4 (2)
0
3395.4051
793.1072
B.2.4-4 (2)
0
793.1072
251.1
793.1072
B.2.4-4 (2)
0
793.1072
251.1
3408.2927
B.2.4-4 (2)
0
3408.2927
B.2.4-7 (8)
251.1
1140.8868
B.2.4-4 (2)
0
1140.8868
B.2.4-7 (8)
251.1
1140.8868
B.2.4-4 (2)
0
1140.8868
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
Location
Section
V kgf
Story3
End-I
VIGA30X30
859.5782
Story3
Middle
VIGA30X30
677.9107
B4
Story3
End-J
VIGA30X30
845.0947
B.2.4-7 (8)
B6
Story3
End-I
VIGA30X30
844.9129
B.2.4-7 (8)
B6
Story3
Middle
VIGA30X30
655.2689
B6
Story3
End-J
VIGA30X30
822.4529
B13
Story3
End-I
VIGA30X30
786.9741
B13
Story3
Middle
VIGA30X30
716.8302
Label
Story
B4 B4
At mm²/m
T for At kgf-cm
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
V Combo
Page 261 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) Label
Story
Location
Section
V kgf
V Combo
At mm²/m
T for At kgf-cm
At T Combo Torsion At mm²/m
T for As kgf-cm
B13
Story3
End-J
VIGA30X30
799.4502
B.2.4-7 (8)
251.1
269.0544
B.2.4-4 (2)
0
269.0544
B16
Story3
End-I
VIGA30X30
911.7778
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B16
Story3
Middle
VIGA30X30
804.7001
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B16
Story3
End-J
VIGA30X30
903.0562
B.2.4-7 (8)
251.1
29.0167
B.2.4-4 (2)
0
29.0167
B23
Story3
End-I
VIGA15X30
292.4819
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story3
Middle
VIGA15X30
226.5639
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story3
End-J
VIGA15X30
293.6769
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B1
Story2
End-I
VIGA30X30
3277.426
B.2.4-7 (8)
385.35
6724.1583
B.2.4-4 (2)
0
6724.1583
B1
Story2
Middle
VIGA30X30 3063.9502 B.2.4-7 (8)
360.25
6724.1583
B.2.4-4 (2)
0
6724.1583
B1
Story2
End-J
VIGA30X30 3575.4009 B.2.4-7 (8)
420.39
6724.1583
B.2.4-4 (2)
0
6724.1583
B2
Story2
End-I
VIGA30X30 3241.8838 B.2.4-7 (8)
381.17
4130.4367
B.2.4-4 (2)
0
4130.4367
B2
Story2
Middle
VIGA30X30
B.2.4-7 (8)
255.77
4130.4367
B.2.4-4 (2)
0
4130.4367
B2
Story2
End-J
VIGA30X30 3056.6148 B.2.4-7 (8)
359.39
4130.4367
B.2.4-4 (2)
0
4130.4367
B3
Story2
End-I
VIGA30X30 3317.2532 B.2.4-7 (8)
390.04
2082.3332
B.2.4-4 (2)
0
2082.3332
B3
Story2
Middle
VIGA30X30 2850.2944 B.2.4-7 (8)
335.13
2082.3332
B.2.4-4 (2)
0
2082.3332
B3
Story2
End-J
VIGA30X30 3511.0493 B.2.4-7 (8)
412.82
2082.3332
B.2.4-4 (2)
0
2082.3332
B4
Story2
End-I
VIGA30X30 3216.4077 B.2.4-7 (8)
378.18
5838.1815
B.2.4-4 (2)
0
5838.1815
B4
Story2
Middle
VIGA30X30 2635.2084 B.2.4-7 (8)
309.84
4035.6697
B.2.4-4 (2)
0
4035.6697
B4
Story2
End-J
VIGA30X30 2919.1105 B.2.4-7 (8)
343.22
4035.6697
B.2.4-4 (2)
0
4035.6697
B5
Story2
End-I
VIGA30X30 2288.3174 B.2.4-7 (8)
269.06
271.4282
B.2.4-4 (2)
0
271.4282
B5
Story2
Middle
VIGA30X30 1655.7163 B.2.4-7 (8)
251.1
271.4282
B.2.4-4 (2)
0
271.4282
B5
Story2
End-J
VIGA30X30 2487.1675 B.2.4-7 (8)
292.44
5118.9114
B.2.4-4 (2)
0
5118.9114
B6
Story2
End-I
VIGA30X30 2641.2976 B.2.4-7 (8)
310.56
10839.9165 B.2.4-4 (2)
0
10839.9165
B6
Story2
Middle
VIGA30X30 2183.9808 B.2.4-7 (8)
256.79
4278.6067
B.2.4-4 (2)
0
4278.6067
B6
Story2
End-J
VIGA30X30 2382.3634 B.2.4-7 (8)
280.11
4278.6067
B.2.4-4 (2)
0
4278.6067
B7
Story2
End-I
VIGA30X30
1534.812
B.2.4-7 (8)
251.1
3761.1177
B.2.4-4 (2)
0
3761.1177
B7
Story2
Middle
VIGA30X30
1465.062
B.2.4-7 (8)
251.1
3761.1177
B.2.4-4 (2)
B7
Story2
End-J
VIGA30X30 2166.8247 B.2.4-5 (8)
254.77
25578.1586 B.2.4-5 (8)
B8
Story2
End-I
VIGA30X30 1681.2124 B.2.4-7 (8)
251.1
2752.5233
B8
Story2
Middle
VIGA30X30 1238.6289 B.2.4-7 (8)
251.1
2752.5233
B8
Story2
End-J
VIGA30X30 1945.9456 B.2.4-7 (8)
251.1
B9
Story2
End-I
VIGA30X30 1246.6442 B.2.4-7 (8)
251.1
B9
Story2
Middle
VIGA30X30 1022.9766 B.2.4-7 (8)
B9
Story2
End-J
VIGA30X30 1197.9366 B.2.4-7 (8)
B10
Story2
End-I
VIGA30X30 1340.1443 B.2.4-7 (8)
251.1
B10
Story2
Middle
VIGA30X30 1281.7982 B.2.4-7 (8)
251.1
B10
Story2
End-J
VIGA30X30 1364.4182 B.2.4-7 (8)
251.1
B11
Story2
End-I
VIGA30X30
251.1
B11
Story2
Middle
VIGA30X30 1392.9496 B.2.4-7 (8)
251.1
B11
Story2
End-J
VIGA30X30 1486.9096 B.2.4-7 (8)
251.1
B12
Story2
End-I
VIGA30X30 1469.2711 B.2.4-7 (8)
251.1
B12
Story2
Middle
VIGA30X30 1206.8311 B.2.4-7 (8)
251.1
B12
Story2
End-J
VIGA30X30 1322.1126 B.2.4-7 (8)
251.1
B13
Story2
End-I
VIGA30X30 1591.9636 B.2.4-7 (8)
251.1
2175.308
1354.221
B.2.4-7 (8)
0
3761.1177
107.18
25578.1586
B.2.4-4 (2)
0
2752.5233
B.2.4-4 (2)
0
2752.5233
2752.5233
B.2.4-4 (2)
0
2752.5233
2055.495
B.2.4-4 (2)
0
2055.495
251.1
2055.495
B.2.4-4 (2)
0
2055.495
251.1
2055.495
B.2.4-4 (2)
0
2055.495
4869.7611
B.2.4-4 (2)
0
4869.7611
4869.7611
B.2.4-4 (2)
0
4869.7611
4869.7611
B.2.4-4 (2)
0
4869.7611
9231.2427
B.2.4-4 (2)
0
9231.2427
9231.2427
B.2.4-4 (2)
0
9231.2427
9231.2427
B.2.4-4 (2)
0
9231.2427
3603.754
B.2.4-4 (2)
0
3603.754
3603.754
B.2.4-4 (2)
0
3603.754
3603.754
B.2.4-4 (2)
0
3603.754
1217.0143
B.2.4-4 (2)
0
1217.0143
Page 262 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) At T Combo Torsion At mm²/m
T for As kgf-cm
1217.0143
B.2.4-4 (2)
0
1217.0143
251.1
1217.0143
B.2.4-4 (2)
0
1217.0143
253.16
9232.328
B.2.4-4 (2)
0
9232.328
251.1
9232.328
B.2.4-4 (2)
0
9232.328
251.1
9232.328
B.2.4-4 (2)
0
9232.328
4488.1493
B.2.4-4 (2)
0
4488.1493
4488.1493
B.2.4-4 (2)
0
4488.1493
4488.1493
B.2.4-4 (2)
0
4488.1493
2096.1425
B.2.4-4 (2)
0
2096.1425
2096.1425
B.2.4-4 (2)
0
2096.1425
2096.1425
B.2.4-4 (2)
0
2096.1425
1851.2753
B.2.4-4 (2)
0
1851.2753
251.1
1851.2753
B.2.4-4 (2)
0
1851.2753
VIGA30X30 1713.5079 B.2.4-7 (8)
251.1
1851.2753
B.2.4-4 (2)
0
1851.2753
VIGA15X30
602.5235
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
547.4244
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30
778.6056
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-I
VIGA15X30
680.2253
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
504.5521
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30
747.2182
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-I
VIGA30X30 1627.2553 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B20
Story2
Middle
VIGA30X30 1680.7153 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B20
Story2
End-J
VIGA30X30 1734.1753 B.2.4-7 (8)
251.1
14690.9858 B.2.4-5 (4)
129.12
14690.9858
B21
Story2
End-I
VIGA30X30 4631.1608 B.2.4-5 (8)
544.52
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B21
Story2
Middle
VIGA30X30 4702.4408 B.2.4-5 (8)
552.9
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B21
Story2
End-J
VIGA30X30 4773.7208 B.2.4-5 (8)
561.28
27889.1263 B.2.4-5 (4)
121.31
27889.1263
B22
Story2
End-I
VIGA30X30 2274.9358 B.2.4-5 (8)
267.48
29539.3733 B.2.4-5 (4)
137.21
29539.3733
B22
Story2
Middle
VIGA30X30 2346.2158 B.2.4-5 (8)
275.86
29539.3733 B.2.4-5 (4)
137.21
29539.3733
B22
Story2
End-J
VIGA30X30 2417.4958 B.2.4-5 (8)
284.24
29539.3733 B.2.4-5 (4)
B23
Story2
End-I
VIGA15X30
B23
Story2
Middle
B23
Story2
End-J
B24
Story2
End-I
B24
Story2
B24 B25
Label
Story
Location
Section
V kgf
V Combo
At mm²/m
T for At kgf-cm
B13
Story2
Middle
VIGA30X30
1497.793
B.2.4-7 (8)
251.1
B13
Story2
End-J
VIGA30X30 1662.6787 B.2.4-7 (8)
B14
Story2
End-I
VIGA30X30 2153.1545 B.2.4-5 (8)
B14
Story2
Middle
VIGA30X30 1438.4255 B.2.4-7 (8)
B14
Story2
End-J
VIGA30X30 1588.5197 B.2.4-7 (8)
B15
Story2
End-I
VIGA30X30 1421.8165 B.2.4-7 (8)
251.1
B15
Story2
Middle
VIGA30X30 1182.6829 B.2.4-7 (8)
251.1
B15
Story2
End-J
VIGA30X30 1357.6429 B.2.4-7 (8)
251.1
B16
Story2
End-I
VIGA30X30 1674.4983 B.2.4-7 (8)
251.1
B16
Story2
Middle
VIGA30X30 1560.0414 B.2.4-7 (8)
251.1
B16
Story2
End-J
VIGA30X30 1642.6614 B.2.4-7 (8)
251.1
B17
Story2
End-I
VIGA30X30 1764.5215 B.2.4-7 (8)
251.1
B17
Story2
Middle
VIGA30X30 1579.8415 B.2.4-7 (8)
B17
Story2
End-J
B18
Story2
End-I
B18
Story2
B18
Story2
B19
Story2
B19
Story2
B19
Story2
B20
137.21
29539.3733
666.997
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
544.321
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
689.7042
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30
517.7627
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
466.9312
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-J
VIGA15X30
637.6031
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story2
End-I
VIGA15X30
543.1555
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story2
Middle
VIGA15X30
447.8444
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story2
End-J
VIGA15X30
683.2098
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B1
Story1
End-I
VIGA30X30 4206.9961 B.2.4-5 (8)
494.65
3053.5105
B.2.4-4 (2)
0
3053.5105
B1
Story1
Middle
VIGA30X30 3746.8988 B.2.4-5 (8)
440.55
3053.5105
B.2.4-4 (2)
0
3053.5105
B1
Story1
End-J
VIGA30X30 4047.3105 B.2.4-5 (8)
475.87
3053.5105
B.2.4-4 (2)
0
3053.5105
B2
Story1
End-I
VIGA30X30 3230.6419 B.2.4-5 (8)
379.85
1788.3015
B.2.4-4 (2)
0
1788.3015
B2
Story1
Middle
VIGA30X30 2707.1688 B.2.4-5 (8)
318.3
1788.3015
B.2.4-4 (2)
0
1788.3015
B2
Story1
End-J
VIGA30X30 3333.6454 B.2.4-5 (8)
391.96
1788.3015
B.2.4-4 (2)
0
1788.3015
Page 263 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) T for As kgf-cm
3775.8259
B.2.4-4 (2)
0
3775.8259
348.24
3775.8259
B.2.4-4 (2)
0
3775.8259
347.92
3775.8259
B.2.4-4 (2)
0
3775.8259
26710.0963 B.2.4-5 (8)
136.34
26710.0963
26710.0963 B.2.4-5 (8)
136.34
26710.0963
B.2.4-4 (2)
0
5032.4317
B.2.4-4 (2)
0
5276.3775
T for At kgf-cm
375.36
VIGA30X30 2961.7608 B.2.4-5 (8) VIGA30X30 2959.0532 B.2.4-7 (8) VIGA30X30 2551.9122 B.2.4-5 (8)
300.05
Middle
VIGA30X30 2396.3922 B.2.4-5 (8)
281.76
Story1
End-J
VIGA30X30 2484.8983 B.2.4-5 (8)
292.17
5032.4317
Story1
End-I
VIGA30X30 2635.5675 B.2.4-5 (8)
309.88
5276.3775
B5
Story1
Middle
VIGA30X30 2507.6955 B.2.4-5 (8)
294.85
5276.3775
B.2.4-4 (2)
0
5276.3775
B5
Story1
End-J
VIGA30X30 2963.8195 B.2.4-5 (8)
348.48
26763.6896 B.2.4-5 (8)
125.56
26763.6896
B6
Story1
End-I
VIGA30X30 2171.5604 B.2.4-5 (8)
255.33
7107.1476
B.2.4-4 (2)
0
7107.1476
B6
Story1
Middle
VIGA30X30 1763.2673 B.2.4-7 (8)
251.1
4554.9348
B.2.4-4 (2)
0
4554.9348
B6
Story1
End-J
VIGA30X30 1930.4513 B.2.4-7 (8)
251.1
4554.9348
B.2.4-4 (2)
0
4554.9348
B7
Story1
End-I
VIGA30X30 2481.0163 B.2.4-5 (8)
291.71
5389.3173
B.2.4-4 (2)
0
5389.3173
B7
Story1
Middle
VIGA30X30 2353.1443 B.2.4-5 (8)
276.68
5389.3173
B.2.4-4 (2)
B7
Story1
End-J
VIGA30X30
B.2.4-5 (8)
307.45
33769.2088 B.2.4-5 (8)
B8
Story1
End-I
VIGA30X30 1644.8308 B.2.4-7 (8)
251.1
403.886
B8
Story1
Middle
VIGA30X30 1576.9738 B.2.4-7 (8)
251.1
403.886
B8
Story1
End-J
VIGA30X30
B.2.4-7 (8)
251.1
B9
Story1
End-I
VIGA30X30 3214.4775 B.2.4-5 (8)
377.95
B9
Story1
Middle
VIGA30X30 2168.5286 B.2.4-5 (8)
254.97
B9
Story1
End-J
VIGA30X30 3187.6661 B.2.4-5 (8)
374.8
B10
Story1
End-I
VIGA30X30
B.2.4-5 (8)
435.79
B10
Story1
Middle
VIGA30X30 3212.4617 B.2.4-5 (8)
377.71
B10
Story1
End-J
VIGA30X30 3350.6562 B.2.4-5 (8)
393.96
1548.6109
B11
Story1
End-I
VIGA30X30 3087.2751 B.2.4-5 (8)
363
B11
Story1
Middle
VIGA30X30 2468.6374 B.2.4-5 (8)
290.26
2064.7814
B11
Story1
End-J
VIGA30X30 2593.9174 B.2.4-5 (8)
304.99
B12
Story1
End-I
VIGA30X30 3943.3875 B.2.4-7 (8)
463.66
B12
Story1
Middle
VIGA30X30 2676.7131 B.2.4-7 (8)
B12
Story1
End-J
VIGA30X30 3935.0141 B.2.4-7 (8)
B13
Story1
End-I
VIGA30X30 3856.1189 B.2.4-5 (8)
453.39
B13
Story1
Middle
VIGA30X30 3223.8235 B.2.4-5 (8)
379.05
B13
Story1
End-J
VIGA30X30 3395.5693 B.2.4-5 (8)
399.24
B14
Story1
End-I
VIGA30X30 3829.2039 B.2.4-5 (8)
B14
Story1
Middle
B14
Story1
End-J
B15
Story1
End-I
B15
Story1
B15 B16
Story
Location
B3
Story1
End-I
B3
Story1
Middle
B3
Story1
End-J
B4
Story1
End-I
B4
Story1
B4 B5
Section
V kgf
At T Combo Torsion At mm²/m
At mm²/m
Label
V Combo
VIGA30X30 3192.4488 B.2.4-5 (8)
0
5389.3173
142.31
33769.2088
B.2.4-4 (2)
0
403.886
B.2.4-4 (2)
0
403.886
403.886
B.2.4-4 (2)
0
403.886
1502.9165
B.2.4-4 (2)
0
1502.9165
1502.9165
B.2.4-4 (2)
0
1502.9165
1502.9165
B.2.4-4 (2)
0
1502.9165
1548.6109
B.2.4-4 (2)
0
1548.6109
1548.6109
B.2.4-4 (2)
0
1548.6109
B.2.4-4 (2)
0
1548.6109
143.8
31277.3571
B.2.4-4 (2)
0
2064.7814
2064.7814
B.2.4-4 (2)
0
2064.7814
541.3384
B.2.4-4 (2)
0
541.3384
314.72
541.3384
B.2.4-4 (2)
0
541.3384
462.67
541.3384
B.2.4-4 (2)
0
541.3384
1364.1848
B.2.4-4 (2)
0
1364.1848
1364.1848
B.2.4-4 (2)
0
1364.1848
1364.1848
B.2.4-4 (2)
0
1364.1848
450.23
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 2857.5139 B.2.4-5 (8)
335.98
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 3626.9527 B.2.4-5 (8)
426.45
1624.4204
B.2.4-4 (2)
0
1624.4204
VIGA30X30 3063.6208 B.2.4-7 (8)
360.21
966.4965
B.2.4-4 (2)
0
966.4965
Middle
VIGA30X30 2280.0881 B.2.4-7 (8)
268.09
966.4965
B.2.4-4 (2)
0
966.4965
Story1
End-J
VIGA30X30 3026.6369 B.2.4-7 (8)
355.87
966.4965
B.2.4-4 (2)
0
966.4965
Story1
End-I
VIGA30X30 3054.1463 B.2.4-5 (8)
359.1
276.0948
B.2.4-4 (2)
0
276.0948
B16
Story1
Middle
VIGA30X30 2943.9863 B.2.4-5 (8)
346.15
276.0948
B.2.4-4 (2)
0
276.0948
B16
Story1
End-J
VIGA30X30
B.2.4-7 (8)
323.79
276.0948
B.2.4-4 (2)
0
276.0948
B17
Story1
End-I
VIGA30X30 4128.0179 B.2.4-5 (8)
485.36
1272.6362
B.2.4-4 (2)
0
1272.6362
B17
Story1
Middle
VIGA30X30
407.36
1272.6362
B.2.4-4 (2)
0
1272.6362
2614.833
1757.377
3706.382
2753.854 3464.638
B.2.4-5 (8)
Page 264 of 290
31277.3571 B.2.4-5 (4)
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 1 of 2, continued) At T Combo Torsion At mm²/m
T for As kgf-cm
1272.6362
B.2.4-4 (2)
0
1272.6362
150.41
0
B.2.4-4 (2)
0
0
125.55
0
B.2.4-4 (2)
0
0
VIGA15X30 1375.1652 B.2.4-5 (8)
161.69
0
B.2.4-4 (2)
0
0
VIGA15X30
921.917
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Middle
VIGA15X30
768.3476
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
End-J
VIGA15X30 1011.0137 B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
Story1
End-I
VIGA30X30 2224.8987 B.2.4-5 (8)
261.6
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B20
Story1
Middle
VIGA30X30 2296.1787 B.2.4-5 (8)
269.98
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B20
Story1
End-J
VIGA30X30 2367.4587 B.2.4-5 (8)
278.36
26134.7237 B.2.4-5 (4)
239.72
26134.7237
B21
Story1
End-I
VIGA30X30 4451.0768 B.2.4-5 (8)
523.35
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B21
Story1
Middle
VIGA30X30 4522.3568 B.2.4-5 (8)
531.73
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B21
Story1
End-J
VIGA30X30 4593.6368 B.2.4-5 (8)
540.11
26399.1353 B.2.4-5 (4)
241.88
26399.1353
B22
Story1
End-I
VIGA30X30 2606.5177 B.2.4-5 (8)
306.47
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B22
Story1
Middle
VIGA30X30 2677.7977 B.2.4-5 (8)
314.85
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B22
Story1
End-J
VIGA30X30 2749.0777 B.2.4-5 (8)
323.23
25364.6167 B.2.4-5 (4)
280.12
25364.6167
B23
Story1
End-I
VIGA15X30 1079.4728 B.2.4-5 (8)
126.92
0
B.2.4-4 (2)
0
0
B23
Story1
Middle
VIGA15X30
702.3534
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B23
Story1
End-J
VIGA15X30
847.7366
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B24
Story1
End-I
VIGA15X30 1108.9434 B.2.4-7 (8)
130.39
0
B.2.4-4 (2)
0
0
B24
Story1
Middle
VIGA15X30
125.55
0
B.2.4-4 (2)
0
0
B24
Story1
End-J
VIGA15X30
901.1347
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
End-I
VIGA15X30
720.1988
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
Middle
VIGA15X30
640.9808
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
B25
Story1
End-J
VIGA15X30
717.9609
B.2.4-7 (8)
125.55
0
B.2.4-4 (2)
0
0
At mm²/m
T for At kgf-cm
VIGA30X30 3974.9537 B.2.4-5 (8)
467.37
End-I
VIGA15X30 1279.2465 B.2.4-5 (8)
Middle
VIGA15X30
B.2.4-7 (8)
End-J
Story1
End-I
B19
Story1
B19
Story1
B20
Label
Story
Location
B17
Story1
End-J
B18
Story1
B18
Story1
B18
Story1
B19
Section
V kgf
V Combo
846.5583
730.4628
B.2.4-7 (8)
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2) Location
As T Combo Torsion As mm²
Label
Story
B4
Story3
End-I
B.2.4-4 (2)
0
B4
Story3
Middle
B.2.4-4 (2)
0
B4
Story3
End-J
B.2.4-4 (2)
0
B6
Story3
End-I
B.2.4-4 (2)
0
B6
Story3
Middle
B.2.4-4 (2)
0
B6
Story3
End-J
B.2.4-4 (2)
0
B13
Story3
End-I
B.2.4-4 (2)
0
B13
Story3
Middle
B.2.4-4 (2)
0
B13
Story3
End-J
B.2.4-4 (2)
0
B16
Story3
End-I
B.2.4-4 (2)
0
B16
Story3
Middle
B.2.4-4 (2)
0
B16
Story3
End-J
B.2.4-4 (2)
0
B23
Story3
End-I
B.2.4-4 (2)
0
B23
Story3
Middle
B.2.4-4 (2)
0
B23
Story3
End-J
B.2.4-4 (2)
0
Page 265 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) Label
Story
Location
B1
Story2
End-I
B1
Story2
B1
Story2
B2
As T Combo Torsion As mm² B.2.4-4 (2)
0
Middle
B.2.4-4 (2)
0
End-J
B.2.4-4 (2)
0
Story2
End-I
B.2.4-4 (2)
0
B2
Story2
Middle
B.2.4-4 (2)
0
B2
Story2
End-J
B.2.4-4 (2)
0
B3
Story2
End-I
B.2.4-4 (2)
0
B3
Story2
Middle
B.2.4-4 (2)
0
B3
Story2
End-J
B.2.4-4 (2)
0
B4
Story2
End-I
B.2.4-4 (2)
0
B4
Story2
Middle
B.2.4-4 (2)
0
B4
Story2
End-J
B.2.4-4 (2)
0
B5
Story2
End-I
B.2.4-4 (2)
0
B5
Story2
Middle
B.2.4-4 (2)
0
B5
Story2
End-J
B.2.4-4 (2)
0
B6
Story2
End-I
B.2.4-4 (2)
0
B6
Story2
Middle
B.2.4-4 (2)
0
B6
Story2
End-J
B.2.4-4 (2)
0
B7
Story2
End-I
B.2.4-4 (2)
0
B7
Story2
Middle
B.2.4-4 (2)
0
B7
Story2
End-J
B.2.4-5 (8)
369
B8
Story2
End-I
B.2.4-4 (2)
0
B8
Story2
Middle
B.2.4-4 (2)
0
B8
Story2
End-J
B.2.4-4 (2)
0
B9
Story2
End-I
B.2.4-4 (2)
0
B9
Story2
Middle
B.2.4-4 (2)
0
B9
Story2
End-J
B.2.4-4 (2)
0
B10
Story2
End-I
B.2.4-4 (2)
0
B10
Story2
Middle
B.2.4-4 (2)
0
B10
Story2
End-J
B.2.4-4 (2)
0
B11
Story2
End-I
B.2.4-4 (2)
0
B11
Story2
Middle
B.2.4-4 (2)
0
B11
Story2
End-J
B.2.4-4 (2)
0
B12
Story2
End-I
B.2.4-4 (2)
0
B12
Story2
Middle
B.2.4-4 (2)
0
B12
Story2
End-J
B.2.4-4 (2)
0
B13
Story2
End-I
B.2.4-4 (2)
0
B13
Story2
Middle
B.2.4-4 (2)
0
B13
Story2
End-J
B.2.4-4 (2)
0
B14
Story2
End-I
B.2.4-4 (2)
0
B14
Story2
Middle
B.2.4-4 (2)
0
B14
Story2
End-J
B.2.4-4 (2)
0
B15
Story2
End-I
B.2.4-4 (2)
0
B15
Story2
Middle
B.2.4-4 (2)
0
Page 266 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) Label
Story
Location
B15
Story2
End-J
B16
Story2
B16
Story2
B16
Story2
B17
As T Combo Torsion As mm² B.2.4-4 (2)
0
End-I
B.2.4-4 (2)
0
Middle
B.2.4-4 (2)
0
End-J
B.2.4-4 (2)
0
Story2
End-I
B.2.4-4 (2)
0
B17
Story2
Middle
B.2.4-4 (2)
0
B17
Story2
End-J
B.2.4-4 (2)
0
B18
Story2
End-I
B.2.4-4 (2)
0
B18
Story2
Middle
B.2.4-4 (2)
0
B18
Story2
End-J
B.2.4-4 (2)
0
B19
Story2
End-I
B.2.4-4 (2)
0
B19
Story2
Middle
B.2.4-4 (2)
0
B19
Story2
End-J
B.2.4-4 (2)
0
B20
Story2
End-I
B.2.4-5 (4)
369
B20
Story2
Middle
B.2.4-5 (4)
369
B20
Story2
End-J
B.2.4-5 (4)
369
B21
Story2
End-I
B.2.4-5 (4)
369
B21
Story2
Middle
B.2.4-5 (4)
369
B21
Story2
End-J
B.2.4-5 (4)
369
B22
Story2
End-I
B.2.4-5 (4)
369
B22
Story2
Middle
B.2.4-5 (4)
369
B22
Story2
End-J
B.2.4-5 (4)
369
B23
Story2
End-I
B.2.4-4 (2)
0
B23
Story2
Middle
B.2.4-4 (2)
0
B23
Story2
End-J
B.2.4-4 (2)
0
B24
Story2
End-I
B.2.4-4 (2)
0
B24
Story2
Middle
B.2.4-4 (2)
0
B24
Story2
End-J
B.2.4-4 (2)
0
B25
Story2
End-I
B.2.4-4 (2)
0
B25
Story2
Middle
B.2.4-4 (2)
0
B25
Story2
End-J
B.2.4-4 (2)
0
B1
Story1
End-I
B.2.4-4 (2)
0
B1
Story1
Middle
B.2.4-4 (2)
0
B1
Story1
End-J
B.2.4-4 (2)
0
B2
Story1
End-I
B.2.4-4 (2)
0
B2
Story1
Middle
B.2.4-4 (2)
0
B2
Story1
End-J
B.2.4-4 (2)
0
B3
Story1
End-I
B.2.4-4 (2)
0
B3
Story1
Middle
B.2.4-4 (2)
0
B3
Story1
End-J
B.2.4-4 (2)
0
B4
Story1
End-I
B.2.4-5 (8)
369
B4
Story1
Middle
B.2.4-5 (8)
369
B4
Story1
End-J
B.2.4-4 (2)
0
B5
Story1
End-I
B.2.4-4 (2)
0
Page 267 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) As T Combo Torsion As mm²
Label
Story
Location
B5
Story1
Middle
B.2.4-4 (2)
0
B5
Story1
End-J
B.2.4-5 (8)
369
B6
Story1
End-I
B.2.4-4 (2)
0
B6
Story1
Middle
B.2.4-4 (2)
0
B6
Story1
End-J
B.2.4-4 (2)
0
B7
Story1
End-I
B.2.4-4 (2)
0
B7
Story1
Middle
B.2.4-4 (2)
0
B7
Story1
End-J
B.2.4-5 (8)
356
B8
Story1
End-I
B.2.4-4 (2)
0
B8
Story1
Middle
B.2.4-4 (2)
0
B8
Story1
End-J
B.2.4-4 (2)
0
B9
Story1
End-I
B.2.4-4 (2)
0
B9
Story1
Middle
B.2.4-4 (2)
0
B9
Story1
End-J
B.2.4-4 (2)
0
B10
Story1
End-I
B.2.4-4 (2)
0
B10
Story1
Middle
B.2.4-4 (2)
0
B10
Story1
End-J
B.2.4-4 (2)
0
B11
Story1
End-I
B.2.4-5 (4)
365
B11
Story1
Middle
B.2.4-4 (2)
0
B11
Story1
End-J
B.2.4-4 (2)
0
B12
Story1
End-I
B.2.4-4 (2)
0
B12
Story1
Middle
B.2.4-4 (2)
0
B12
Story1
End-J
B.2.4-4 (2)
0
B13
Story1
End-I
B.2.4-4 (2)
0
B13
Story1
Middle
B.2.4-4 (2)
0
B13
Story1
End-J
B.2.4-4 (2)
0
B14
Story1
End-I
B.2.4-4 (2)
0
B14
Story1
Middle
B.2.4-4 (2)
0
B14
Story1
End-J
B.2.4-4 (2)
0
B15
Story1
End-I
B.2.4-4 (2)
0
B15
Story1
Middle
B.2.4-4 (2)
0
B15
Story1
End-J
B.2.4-4 (2)
0
B16
Story1
End-I
B.2.4-4 (2)
0
B16
Story1
Middle
B.2.4-4 (2)
0
B16
Story1
End-J
B.2.4-4 (2)
0
B17
Story1
End-I
B.2.4-4 (2)
0
B17
Story1
Middle
B.2.4-4 (2)
0
B17
Story1
End-J
B.2.4-4 (2)
0
B18
Story1
End-I
B.2.4-4 (2)
0
B18
Story1
Middle
B.2.4-4 (2)
0
B18
Story1
End-J
B.2.4-4 (2)
0
B19
Story1
End-I
B.2.4-4 (2)
0
B19
Story1
Middle
B.2.4-4 (2)
0
B19
Story1
End-J
B.2.4-4 (2)
0
Page 268 of 290
Design Data
4/02/2019
Table 6.7 - Concrete Beam Shear Envelope (Part 2 of 2, continued) As T Combo Torsion As mm²
Label
Story
Location
B20
Story1
End-I
B.2.4-5 (4)
369
B20
Story1
Middle
B.2.4-5 (4)
369
B20
Story1
End-J
B.2.4-5 (4)
369
B21
Story1
End-I
B.2.4-5 (4)
369
B21
Story1
Middle
B.2.4-5 (4)
369
B21
Story1
End-J
B.2.4-5 (4)
369
B22
Story1
End-I
B.2.4-5 (4)
369
B22
Story1
Middle
B.2.4-5 (4)
369
B22
Story1
End-J
B.2.4-5 (4)
369
B23
Story1
End-I
B.2.4-4 (2)
0
B23
Story1
Middle
B.2.4-4 (2)
0
B23
Story1
End-J
B.2.4-4 (2)
0
B24
Story1
End-I
B.2.4-4 (2)
0
B24
Story1
Middle
B.2.4-4 (2)
0
B24
Story1
End-J
B.2.4-4 (2)
0
B25
Story1
End-I
B.2.4-4 (2)
0
B25
Story1
Middle
B.2.4-4 (2)
0
B25
Story1
End-J
B.2.4-4 (2)
0
Table 6.8 - Concrete Joint Envelope Label
Story
C6
Story3
Section
B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
COL30X30 B.2.4-7 (5)
0.16
B.2.4-7 (5)
0.093
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
B.2.4-5 (1)
0.082
B.2.4-5 (1)
0.048
C7
Story3
COL30X30 B.2.4-7 (5)
0.157
B.2.4-7 (5)
0.102
B.2.4-5 (1)
0.081
B.2.4-5 (1)
0.052
C10
Story3
COL30X30 B.2.4-7 (5)
0.138
B.2.4-7 (5)
0.114
B.2.4-5 (1)
0.071
B.2.4-5 (1)
0.059
C11
Story3
COL30X30 B.2.4-7 (1)
0.126
B.2.4-7 (1)
0.11
B.2.4-5 (1)
0.065
B.2.4-5 (1)
0.056
C1
Story2
COL30X30 B.2.4-7 (1)
0.357
B.2.4-7 (1)
0.387
B.2.4-5 (1)
0.15
B.2.4-5 (1)
0.162
C2
Story2
COL30X30 B.2.4-7 (1)
0.34
B.2.4-7 (1)
0.341
B.2.4-5 (1)
0.144
B.2.4-5 (1)
0.143
C3
Story2
COL30X30 B.2.4-7 (1)
0.256
B.2.4-7 (1)
0.365
B.2.4-5 (1)
0.107
B.2.4-5 (1)
0.152
C4
Story2
COL30X30 B.2.4-7 (5)
0.202
B.2.4-7 (5)
0.228
B.2.4-5 (1)
0.103
B.2.4-5 (1)
0.116
C5
Story2
COL30X30 B.2.4-7 (5)
0.728
B.2.4-7 (5)
0.517
B.2.4-5 (1)
0.241
B.2.4-5 (1)
0.17
C6
Story2
COL30X30 B.2.4-7 (5)
0.368
B.2.4-7 (5)
0.177
B.2.4-5 (1)
0.213
B.2.4-5 (1)
0.101
C7
Story2
COL30X30 B.2.4-7 (5)
0.285
B.2.4-7 (5)
0.188
B.2.4-5 (1)
0.164
B.2.4-5 (1)
0.107
C8
Story2
COL30X30 B.2.4-7 (5)
0.435
B.2.4-7 (5)
0.224
B.2.4-5 (1)
0.183
B.2.4-5 (1)
0.094
C9
Story2
COL30X30 B.2.4-7 (1)
0.427
B.2.4-7 (1)
0.437
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.185
C10
Story2
COL30X30 B.2.4-7 (5)
0.211
B.2.4-7 (5)
0.214
B.2.4-5 (1)
0.16
B.2.4-5 (1)
0.161
C11
Story2
COL30X30 B.2.4-7 (1)
0.18
B.2.4-7 (1)
0.236
B.2.4-5 (1)
0.136
B.2.4-5 (1)
0.177
C12
Story2
COL30X30 B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.268
B.2.4-5 (1)
0.148
B.2.4-5 (1)
0.139
C1
Story1
COL30X30 B.2.4-7 (1)
0.323
B.2.4-7 (1)
0.311
B.2.4-5 (1)
0.248
B.2.4-5 (1)
0.236
C2
Story1
COL30X30 B.2.4-7 (1)
0.253
B.2.4-7 (1)
0.355
B.2.4-5 (1)
0.195
B.2.4-5 (1)
0.272
C3
Story1
COL30X30 B.2.4-7 (1)
0.206
B.2.4-7 (1)
0.336
B.2.4-5 (1)
0.156
B.2.4-5 (1)
0.254
C4
Story1
COL30X30 B.2.4-7 (5)
0.198
B.2.4-7 (5)
0.215
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.197
C5
Story1
COL30X30 B.2.4-7 (5)
0.44
B.2.4-7 (5)
0.374
B.2.4-5 (1)
0.269
B.2.4-5 (1)
0.23
C6
Story1
COL30X30 B.2.4-7 (5)
0.338
B.2.4-7 (5)
0.399
B.2.4-5 (1)
0.207
B.2.4-5 (1)
0.246
Page 269 of 290
Design Data
4/02/2019
Table 6.8 - Concrete Joint Envelope (continued) B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
JS Major Combo
JS Major Ratio
JS Minor Combo
JS Minor Ratio
0.295
B.2.4-5 (1)
0.166
B.2.4-5 (1)
0.179
B.2.4-7 (5)
0.216
B.2.4-5 (1)
0.216
B.2.4-5 (1)
0.165
B.2.4-7 (1)
0.353
B.2.4-5 (1)
0.239
B.2.4-5 (1)
0.275
0.241
B.2.4-7 (1)
0.4
B.2.4-5 (1)
0.188
B.2.4-5 (1)
0.311
COL30X30 B.2.4-7 (1)
0.204
B.2.4-7 (1)
0.398
B.2.4-5 (1)
0.158
B.2.4-5 (1)
0.307
COL30X30 B.2.4-7 (5)
0.189
B.2.4-7 (5)
0.262
B.2.4-5 (1)
0.178
B.2.4-5 (1)
0.248
Label
Story
Section
C7
Story1
COL30X30 B.2.4-7 (1)
0.273
B.2.4-7 (1)
C8
Story1
COL30X30 B.2.4-7 (5)
0.284
C9
Story1
COL30X30 B.2.4-7 (1)
0.305
C10
Story1
COL30X30 B.2.4-7 (1)
C11
Story1
C12
Story1
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2) Unique Station Name mm
Design Section
Status
PMM Ratio
PMM Combo
Check
No Message
0.121
B.2.4-5 (4)
900
1135
Check
No Message
0.017
B.2.4-5 (4)
900
1135
No Message
0.097
B.2.4-5 (4)
900
1135
Check
No Message
0.125
B.2.4-5 (4)
900
1135
Check
No Message
0.018
B.2.4-5 (4)
900
1135
Story
Label
Design/Check
Story3
C6
16
0
COL30X30
Story3
C6
16
1100
COL30X30
Story3
C6
16
2200
COL30X30
Check
Story3
C7
19
0
COL30X30
Story3
C7
19
1100
COL30X30
As,min mm²
As mm²
Story3
C7
19
2200
COL30X30
Check
No Message
0.097
B.2.4-5 (8)
900
1135
Story3
C10
28
0
COL30X30
Check
No Message
0.114
B.2.4-5 (8)
900
1135
Story3
C10
28
1100
COL30X30
Check
No Message
0.035
B.2.4-5 (4)
900
1135
Story3
C10
28
2200
COL30X30
Check
No Message
0.096
B.2.4-5 (4)
900
1135
Story3
C11
31
0
COL30X30
Check
No Message
0.105
B.2.4-5 (8)
900
1135
Story3
C11
31
1100
COL30X30
Check
No Message
0.028
B.2.4-5 (4)
900
1135
Story3
C11
31
2200
COL30X30
Check
No Message
0.089
B.2.4-5 (4)
900
1135
Story2
C1
2
0
COL30X30
Check
No Message
0.265
B.2.4-5 (4)
900
1135
Story2
C1
2
1100
COL30X30
Check
No Message
0.042
B.2.4-5 (8)
900
1135
Story2
C1
2
2200
COL30X30
Check
No Message
0.279
B.2.4-5 (4)
900
1135
Story2
C2
5
0
COL30X30
Check
No Message
0.215
B.2.4-5 (4)
900
1135
Story2
C2
5
1100
COL30X30
Check
No Message
0.04
B.2.4-5 (4)
900
1135
Story2
C2
5
2200
COL30X30
Check
No Message
0.254
B.2.4-5 (4)
900
1135
Story2
C3
8
0
COL30X30
Check
No Message
0.237
B.2.4-5 (8)
900
1135
Story2
C3
8
1100
COL30X30
Check
No Message
0.031
B.2.4-5 (4)
900
1135
Story2
C3
8
2200
COL30X30
Check
No Message
0.238
B.2.4-5 (4)
900
1135
Story2
C4
11
0
COL30X30
Check
No Message
0.162
B.2.4-5 (4)
900
1135
Story2
C4
11
1100
COL30X30
Check
No Message
0.016
B.2.4-7 (8)
900
1135
Story2
C4
11
2200
COL30X30
Check
No Message
0.176
B.2.4-5 (8)
900
1135
Story2
C5
14
0
COL30X30
Check
No Message
0.305
B.2.4-7 (4)
900
1135
Story2
C5
14
1100
COL30X30
Check
No Message
0.085
B.2.4-2 (2)
900
1135
Story2
C5
14
2200
COL30X30
Check
No Message
0.279
B.2.4-5 (4)
900
1135
Story2
C6
17
0
COL30X30
Check
No Message
0.222
B.2.4-5 (4)
900
1135
Story2
C6
17
1100
COL30X30
Check
No Message
0.082
B.2.4-2 (2)
900
1135
Story2
C6
17
2200
COL30X30
Check
No Message
0.174
B.2.4-5 (4)
900
1135
Story2
C7
20
0
COL30X30
Check
No Message
0.227
B.2.4-5 (8)
900
1135
Story2
C7
20
1100
COL30X30
Check
No Message
0.071
B.2.4-2 (2)
900
1135
Story2
C7
20
2200
COL30X30
Check
No Message
0.178
B.2.4-5 (8)
900
1135
Story2
C8
23
0
COL30X30
Check
No Message
0.209
B.2.4-5 (4)
900
1135
Page 270 of 290
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Design/Check
Status
PMM Ratio
PMM Combo
As,min mm²
As mm²
1100
COL30X30
Check
No Message
0.037
B.2.4-5 (8)
900
1135
2200
COL30X30
Check
No Message
0.207
B.2.4-5 (8)
900
1135
26
0
COL30X30
Check
No Message
0.272
B.2.4-5 (4)
900
1135
C9
26
1100
COL30X30
Check
No Message
0.05
B.2.4-5 (4)
900
1135
C9
26
2200
COL30X30
Check
No Message
0.314
B.2.4-5 (4)
900
1135
Story2
C10
29
0
COL30X30
Check
No Message
0.243
B.2.4-5 (8)
900
1135
Story2
C10
29
1100
COL30X30
Check
No Message
0.047
B.2.4-5 (8)
900
1135
Story2
C10
29
2200
COL30X30
Check
No Message
0.229
B.2.4-5 (8)
900
1135
Story2
C11
32
0
COL30X30
Check
No Message
0.261
B.2.4-5 (8)
900
1135
Story2
C11
32
1100
COL30X30
Check
No Message
0.042
B.2.4-5 (4)
900
1135
Story2
C11
32
2200
COL30X30
Check
No Message
0.235
B.2.4-5 (8)
900
1135
Story2
C12
35
0
COL30X30
Check
No Message
0.179
B.2.4-5 (8)
900
1135
Story2
C12
35
1100
COL30X30
Check
No Message
0.032
B.2.4-5 (4)
900
1135
Story2
C12
35
2200
COL30X30
Check
No Message
0.212
B.2.4-5 (8)
900
1135
Story1
C1
3
0
COL30X30
Check
No Message
0.489
B.2.4-7 (4)
900
1135
Story1
C1
3
1100
COL30X30
Check
No Message
0.122
B.2.4-7 (4)
900
1135
Story1
C1
3
2200
COL30X30
Check
No Message
0.244
B.2.4-7 (4)
900
1135
Story1
C2
6
0
COL30X30
Check
No Message
0.368
B.2.4-7 (4)
900
1135
Story1
C2
6
1100
COL30X30
Check
No Message
0.095
B.2.4-5 (4)
900
1135
Story1
C2
6
2200
COL30X30
Check
No Message
0.186
B.2.4-7 (4)
900
1135
Story1
C3
9
0
COL30X30
Check
No Message
0.342
B.2.4-7 (4)
900
1135
Story1
C3
9
1100
COL30X30
Check
No Message
0.08
B.2.4-5 (4)
900
1135
Story1
C3
9
2200
COL30X30
Check
No Message
0.18
B.2.4-7 (4)
900
1135
Story1
C4
12
0
COL30X30
Check
No Message
0.352
B.2.4-7 (8)
900
1135
Story1
C4
12
1100
COL30X30
Check
No Message
0.115
B.2.4-7 (8)
900
1135
Story1
C4
12
2200
COL30X30
Check
No Message
0.186
B.2.4-7 (8)
900
1135
Story1
C5
15
0
COL30X30
Check
No Message
0.439
B.2.4-7 (4)
900
1135
Story1
C5
15
1100
COL30X30
Check
No Message
0.142
B.2.4-5 (4)
900
1135
Story1
C5
15
2200
COL30X30
Check
No Message
0.265
B.2.4-5 (4)
900
1135
Story1
C6
18
0
COL30X30
Check
No Message
0.32
B.2.4-7 (4)
900
1135
Story1
C6
18
1100
COL30X30
Check
No Message
0.136
B.2.4-5 (8)
900
1135
Story1
C6
18
2200
COL30X30
Check
No Message
0.21
B.2.4-5 (4)
900
1135
Story1
C7
21
0
COL30X30
Check
No Message
0.296
B.2.4-7 (8)
900
1135
Story1
C7
21
1100
COL30X30
Check
No Message
0.112
B.2.4-2 (2)
900
1135
Story1
C7
21
2200
COL30X30
Check
No Message
0.183
B.2.4-5 (8)
900
1135
Story1
C8
24
0
COL30X30
Check
No Message
0.318
B.2.4-7 (8)
900
1135
Story1
C8
24
1100
COL30X30
Check
No Message
0.088
B.2.4-5 (8)
900
1135
Story1
C8
24
2200
COL30X30
Check
No Message
0.172
B.2.4-5 (8)
900
1135
Story1
C9
27
0
COL30X30
Check
No Message
0.48
B.2.4-7 (4)
900
1135
Story1
C9
27
1100
COL30X30
Check
No Message
0.123
B.2.4-5 (4)
900
1135
Story1
C9
27
2200
COL30X30
Check
No Message
0.227
B.2.4-7 (4)
900
1135
Story1
C10
30
0
COL30X30
Check
No Message
0.38
B.2.4-7 (4)
900
1135
Story1
C10
30
1100
COL30X30
Check
No Message
0.101
B.2.4-5 (4)
900
1135
Story1
C10
30
2200
COL30X30
Check
No Message
0.204
B.2.4-5 (8)
900
1135
Story1
C11
33
0
COL30X30
Check
No Message
0.352
B.2.4-7 (8)
900
1135
Story
Label
Story2
C8
23
Story2
C8
23
Story2
C9
Story2 Story2
Page 271 of 290
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Design/Check
Status
PMM Ratio
PMM Combo
As,min mm²
As mm²
1100
COL30X30
Check
No Message
0.085
B.2.4-5 (4)
900
1135
2200
COL30X30
Check
No Message
0.199
B.2.4-7 (8)
900
1135
36
0
COL30X30
Check
No Message
0.354
B.2.4-7 (8)
900
1135
C12
36
1100
COL30X30
Check
No Message
0.097
B.2.4-7 (8)
900
1135
C12
36
2200
COL30X30
Check
No Message
0.17
B.2.4-7 (8)
900
1135
Story
Label
Story1
C11
33
Story1
C11
33
Story1
C12
Story1 Story1
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2) V Major Combo
At V Major mm²/m
V Minor Combo
At V Minor mm²/m
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
19
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C7
19
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
28
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
28
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C10
28
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story3
C11
31
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C1
2
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C2
5
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C3
8
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C4
11
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C5
14
0
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C5
14
1100
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C5
14
2200
284
284
B.2.4-7 (8)
471.47
B.2.4-7 (8)
334.97
No Message No Message
Story2
C6
17
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C6
17
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C6
17
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C7
20
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C8
23
0
284
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
Story2
C8
23
1100
284
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
Story
Label
Story3
C6
16
0
284
Story3
C6
16
1100
Story3
C6
16
2200
Story3
C7
19
Story3
C7
Story3 Story3 Story3
Page 272 of 290
Warnings
Errors
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2, continued) V Major Combo
At V Major mm²/m
V Minor Combo
284
B.2.4-7 (8)
270.76
B.2.4-7 (8)
251.1
No Message No Message
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
284
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
284
284
B.2.4-7 (8)
266.83
B.2.4-7 (8)
273.14
No Message No Message
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
29
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C10
29
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
C11
32
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C11
32
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C11
32
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story2
C12
35
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
0
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
1100
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C1
3
2200
284
284
B.2.4-5 (4)
272.86
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C2
6
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C3
9
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C4
12
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
0
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
1100
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C5
15
2200
284
284
B.2.4-7 (4)
321.61
B.2.4-7 (8)
251.1
No Message No Message
Story1
C6
18
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C6
18
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C6
18
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
267.32
No Message No Message
Story1
C7
21
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C7
21
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C7
21
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C8
24
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
0
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
1100
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C9
27
2200
284
284
B.2.4-5 (4)
264.83
B.2.4-7 (8)
251.1
No Message No Message
Story1
C10
30
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C10
30
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C10
30
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
254.91
No Message No Message
Story1
C11
33
0
284
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
Story
Label
Story2
C8
23
2200
284
Story2
C9
26
0
284
Story2
C9
26
1100
Story2
C9
26
2200
Story2
C10
29
Story2
C10
Story2 Story2
Page 273 of 290
At V Minor mm²/m
Warnings
Errors
Design Data
4/02/2019
Table 6.9 - Concrete Column Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station Name mm
Mid Bar Corner As Bar As mm² mm²
V Major Combo
At V Major mm²/m
V Minor Combo
At V Minor mm²/m
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
284
B.2.4-7 (8)
251.1
B.2.4-5 (8)
252.5
No Message No Message
Story
Label
Warnings
Errors
Story1
C11
33
1100
284
Story1
C11
33
2200
284
Story1
C12
36
0
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C12
36
1100
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Story1
C12
36
2200
284
284
B.2.4-7 (8)
251.1
B.2.4-7 (8)
251.1
No Message No Message
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story3
B4
47
150
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-7 (4)
38
38
Story3
B4
47
450
VIGA30X30 No Message B.2.4-5 (4)
35
35
B.2.4-7 (4)
38
38
Story3
B4
47
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
37
37
Story3
B4
47
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
36
36
Story3
B4
47
1180
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
21
21
Story3
B4
47
1610
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
19
19
Story3
B4
47
2040
VIGA30X30 No Message B.2.4-7 (4)
22
22
B.2.4-7 (4)
28
28
Story3
B4
47
2470
VIGA30X30 No Message B.2.4-5 (4)
55
55
B.2.4-7 (4)
33
33
Story3
B6
53
150
VIGA30X30 No Message B.2.4-5 (4)
63
63
B.2.4-7 (4)
35
35
Story3
B6
53
450
VIGA30X30 No Message B.2.4-5 (4)
34
34
B.2.4-7 (4)
35
35
Story3
B6
53
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
34
34
Story3
B6
53
750
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
34
34
Story3
B6
53
1180
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
21
21
Story3
B6
53
1610
VIGA30X30 No Message B.2.4-5 (4)
14
14
B.2.4-5 (4)
20
20
Story3
B6
53
2040
VIGA30X30 No Message B.2.4-7 (4)
20
20
B.2.4-7 (4)
27
27
Story3
B6
53
2470
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-7 (4)
31
31
Story3
B13
74
150
VIGA30X30 No Message B.2.4-7 (8)
37
37
B.2.4-7 (8)
35
35
Story3
B13
74
575
VIGA30X30 No Message B.2.4-7 (8)
12
12
B.2.4-5 (8)
24
24
Story3
B13
74
1000
VIGA30X30 No Message B.2.4-7 (8)
9
9
B.2.4-1
11
11
Story3
B13
74
1425
VIGA30X30 No Message B.2.4-7 (8)
13
13
B.2.4-5 (8)
24
24
Story3
B13
74
1850
VIGA30X30 No Message B.2.4-5 (8)
41
41
B.2.4-7 (8)
35
35
Story3
B16
83
150
VIGA30X30 No Message B.2.4-5 (8)
46
46
B.2.4-7 (8)
39
39
Story3
B16
83
575
VIGA30X30 No Message B.2.4-7 (8)
14
14
B.2.4-5 (8)
28
28
Story3
B16
83
1000
VIGA30X30 No Message B.2.4-5 (8)
11
11
B.2.4-3 (2)
15
15
Story3
B16
83
1425
VIGA30X30 No Message B.2.4-7 (8)
15
15
B.2.4-5 (8)
30
30
Story3
B16
83
1850
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-7 (8)
40
40
Story3
B23
104
0
VIGA15X30 No Message B.2.4-5 (8)
14
14
B.2.4-5 (8)
7
7
Story3
B23
104
500
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-5 (8)
10
10
Story3
B23
104
1000
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-3 (2)
12
12
Story3
B23
104
1500
VIGA15X30 No Message B.2.4-5 (8)
4
4
B.2.4-5 (8)
10
10
Story3
B23
104
2000
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
8
8
Story2
B1
37
150
VIGA30X30 No Message B.2.4-5 (4)
145
145
B.2.4-7 (4)
114
114
Story2
B1
37
595
VIGA30X30 No Message B.2.4-5 (4)
48
48
B.2.4-5 (4)
126
126
Story2
B1
37
1040
VIGA30X30 No Message B.2.4-5 (4)
48
48
B.2.4-2 (1)
102
102
Page 274 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B1
37
1485
VIGA30X30 No Message B.2.4-5 (4)
Story2
B1
37
1930
VIGA30X30 No Message B.2.4-5 (4)
194
194
B.2.4-5 (4)
96
96
Story2
B2
40
150
VIGA30X30 No Message B.2.4-5 (4)
216
216
B.2.4-5 (4)
107
107
Story2
B2
40
614
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
83
83
Story2
B2
40
1078
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
166
166
Story2
B2
40
1542
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
174
174
Story2
B2
40
2006
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
144
144
Story2
B2
40
2470
VIGA30X30 No Message B.2.4-5 (4)
177
177
B.2.4-7 (4)
89
89
Story2
B3
43
150
VIGA30X30 No Message B.2.4-5 (4)
139
139
B.2.4-7 (4)
83
83
Story2
B3
43
595
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-5 (4)
129
129
Story2
B3
43
1040
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-2 (1)
142
142
Story2
B3
43
1485
VIGA30X30 No Message B.2.4-5 (4)
46
46
B.2.4-5 (4)
89
89
Story2
B3
43
1930
VIGA30X30 No Message B.2.4-5 (4)
185
185
B.2.4-5 (4)
92
92
Story2
B4
46
150
VIGA30X30 No Message B.2.4-5 (4)
217
217
B.2.4-5 (4)
107
107
Story2
B4
46
450
VIGA30X30 No Message B.2.4-5 (4)
85
85
B.2.4-5 (4)
53
53
Story2
B4
46
750
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
111
111
Story2
B4
46
750
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
111
111
Story2
B4
46
1180
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
152
152
Story2
B4
46
1610
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-2 (1)
139
139
Story2
B4
46
2040
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
103
103
Story2
B4
46
2470
VIGA30X30 No Message B.2.4-5 (4)
174
174
B.2.4-5 (4)
86
86
Story2
B5
49
150
VIGA30X30 No Message B.2.4-5 (4)
104
104
B.2.4-7 (4)
68
68
Story2
B5
49
643.3
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-5 (4)
84
84
Story2
B5
49
1136.7
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-2 (1)
79
79
Story2
B5
49
1630
VIGA30X30 No Message B.2.4-7 (4)
38
38
B.2.4-5 (4)
56
56
Story2
B5
49
1630
VIGA30X30 No Message B.2.4-7 (4)
38
38
B.2.4-5 (4)
56
56
Story2
B5
49
1930
VIGA30X30 No Message B.2.4-5 (4)
129
129
B.2.4-5 (4)
64
64
Story2
B6
52
150
VIGA30X30 No Message B.2.4-5 (4)
173
173
B.2.4-5 (4)
86
86
Story2
B6
52
450
VIGA30X30 No Message B.2.4-5 (4)
65
65
B.2.4-7 (4)
46
46
Story2
B6
52
750
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
94
94
Story2
B6
52
750
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
94
94
Story2
B6
52
1180
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
122
122
Story2
B6
52
1610
VIGA30X30 No Message B.2.4-5 (4)
43
43
B.2.4-2 (1)
109
109
Story2
B6
52
2040
VIGA30X30 No Message B.2.4-7 (4)
47
47
B.2.4-5 (4)
86
86
Story2
B6
52
2470
VIGA30X30 No Message B.2.4-5 (4)
147
147
B.2.4-5 (4)
73
73
Story2
B7
55
150
VIGA30X30 No Message B.2.4-7 (4)
80
80
B.2.4-5 (4)
76
76
Story2
B7
55
643.3
VIGA30X30 No Message B.2.4-5 (4)
36
36
B.2.4-7 (4)
42
42
Story2
B7
55
1136.7
VIGA30X30 No Message B.2.4-5 (4)
25
25
B.2.4-5 (4)
25
25
Story2
B7
55
1630
VIGA30X30 No Message B.2.4-5 (4)
51
51
B.2.4-7 (4)
33
33
Story2
B7
55
1630
VIGA30X30 No Message B.2.4-5 (4)
51
51
B.2.4-7 (4)
33
33
Story2
B7
55
1930
VIGA30X30 No Message B.2.4-5 (4)
102
102
B.2.4-5 (4)
51
51
Story2
B8
58
150
VIGA30X30 No Message B.2.4-5 (4)
126
126
B.2.4-5 (4)
63
63
Story2
B8
58
614
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-5 (4)
61
61
Story2
B8
58
1078
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-2 (1)
106
106
Page 275 of 290
48
48
B.2.4-5 (4)
60
60
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B8
58
1542
VIGA30X30 No Message B.2.4-5 (4)
Story2
B8
58
2006
VIGA30X30 No Message B.2.4-5 (4)
31
31
B.2.4-5 (4)
95
95
Story2
B8
58
2470
VIGA30X30 No Message B.2.4-5 (4)
115
115
B.2.4-7 (4)
57
57
Story2
B9
61
150
VIGA30X30 No Message B.2.4-5 (8)
130
130
B.2.4-5 (8)
65
65
Story2
B9
61
600
VIGA30X30 No Message B.2.4-5 (8)
80
80
B.2.4-7 (8)
44
44
Story2
B9
61
1050
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
32
32
Story2
B9
61
1500
VIGA30X30 No Message B.2.4-5 (8)
32
32
B.2.4-5 (8)
32
32
Story2
B9
61
1950
VIGA30X30 No Message B.2.4-5 (8)
32
32
B.2.4-5 (8)
32
32
Story2
B9
61
2400
VIGA30X30 No Message B.2.4-7 (8)
37
37
B.2.4-5 (8)
49
49
31
31
B.2.4-2 (1)
110
110
Story2
B9
61
2850
VIGA30X30 No Message B.2.4-7 (8)
70
70
B.2.4-5 (8)
64
64
Story2
B10
64
150
VIGA30X30 No Message B.2.4-7 (8)
75
75
B.2.4-5 (8)
66
66
Story2
B10
64
575
VIGA30X30 No Message B.2.4-7 (8)
34
34
B.2.4-5 (8)
39
39
Story2
B10
64
1000
VIGA30X30 No Message B.2.4-5 (8)
19
19
B.2.4-5 (8)
19
19
Story2
B10
64
1425
VIGA30X30 No Message B.2.4-5 (8)
33
33
B.2.4-7 (8)
33
33
Story2
B10
64
1850
VIGA30X30 No Message B.2.4-5 (8)
78
78
B.2.4-7 (8)
60
60
Story2
B11
67
150
VIGA30X30 No Message B.2.4-5 (8)
88
88
B.2.4-7 (8)
57
57
Story2
B11
67
600
VIGA30X30 No Message B.2.4-7 (8)
23
23
B.2.4-5 (8)
51
51
Story2
B11
67
600
VIGA30X30 No Message B.2.4-7 (8)
23
23
B.2.4-5 (8)
51
51
Story2
B11
67
1083.3
VIGA30X30 No Message B.2.4-7 (8)
22
22
B.2.4-5 (8)
27
27
Story2
B11
67
1566.7
VIGA30X30 No Message B.2.4-7 (8)
39
39
B.2.4-5 (8)
60
60
Story2
B11
67
2050
VIGA30X30 No Message B.2.4-7 (8)
90
90
B.2.4-5 (8)
86
86
Story2
B12
70
150
VIGA30X30 No Message B.2.4-5 (8)
157
157
B.2.4-5 (8)
78
78
Story2
B12
70
600
VIGA30X30 No Message B.2.4-5 (8)
101
101
B.2.4-5 (8)
39
39
Story2
B12
70
1050
VIGA30X30 No Message B.2.4-5 (8)
52
52
B.2.4-5 (8)
39
39
Story2
B12
70
1500
VIGA30X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
39
39
Story2
B12
70
1950
VIGA30X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
39
39
Story2
B12
70
2400
VIGA30X30 No Message B.2.4-7 (8)
40
40
B.2.4-5 (8)
51
51
Story2
B12
70
2850
VIGA30X30 No Message B.2.4-7 (8)
70
70
B.2.4-5 (8)
71
71
Story2
B13
73
150
VIGA30X30 No Message B.2.4-7 (8)
75
75
B.2.4-5 (8)
68
68
Story2
B13
73
575
VIGA30X30 No Message B.2.4-7 (8)
28
28
B.2.4-5 (8)
54
54
Story2
B13
73
1000
VIGA30X30 No Message B.2.4-5 (8)
22
22
B.2.4-2 (1)
25
25
Story2
B13
73
1425
VIGA30X30 No Message B.2.4-7 (8)
28
28
B.2.4-5 (8)
41
41
Story2
B13
73
1850
VIGA30X30 No Message B.2.4-5 (8)
89
89
B.2.4-7 (8)
56
56
Story2
B14
76
150
VIGA30X30 No Message B.2.4-5 (8)
99
99
B.2.4-7 (8)
57
57
Story2
B14
76
600
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-5 (8)
54
54
Story2
B14
76
600
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-5 (8)
54
54
Story2
B14
76
1083.3
VIGA30X30 No Message B.2.4-5 (8)
25
25
B.2.4-2 (1)
34
34
Story2
B14
76
1566.7
VIGA30X30 No Message B.2.4-7 (8)
34
34
B.2.4-5 (8)
58
58
Story2
B14
76
2050
VIGA30X30 No Message B.2.4-5 (8)
91
91
B.2.4-7 (8)
71
71
Story2
B15
79
150
VIGA30X30 No Message B.2.4-5 (8)
148
148
B.2.4-5 (8)
74
74
Story2
B15
79
600
VIGA30X30 No Message B.2.4-5 (8)
92
92
B.2.4-7 (8)
50
50
Story2
B15
79
1050
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
37
37
Story2
B15
79
1500
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
37
37
Story2
B15
79
1950
VIGA30X30 No Message B.2.4-5 (8)
37
37
B.2.4-5 (8)
37
37
Page 276 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
Story
Label
Story2
B15
79
2400
Story2
B15
79
2850
Story2
B16
82
150
Story2
B16
82
575
VIGA30X30 No Message B.2.4-7 (8)
Story2
B16
82
1000
VIGA30X30 No Message B.2.4-5 (8)
Story2
B16
82
1425
Story2
B16
82
1850
Story2
B17
85
Story2
B17
Story2 Story2
VIGA30X30 No Message B.2.4-7 (8)
As,min As Top Top mm² mm²
As Bottom Combo
49
49
VIGA30X30 No Message B.2.4-7 (8)
87
87
B.2.4-5 (8)
79
79
VIGA30X30 No Message B.2.4-5 (8)
96
96
B.2.4-7 (8)
84
84
42
42
B.2.4-5 (8)
49
49
24
24
B.2.4-5 (8)
24
24
VIGA30X30 No Message B.2.4-7 (8)
38
38
B.2.4-5 (8)
50
50
VIGA30X30 No Message B.2.4-7 (8)
88
88
B.2.4-5 (8)
86
86
150
VIGA30X30 No Message B.2.4-5 (8)
106
106
B.2.4-7 (8)
82
82
85
625
VIGA30X30 No Message B.2.4-5 (8)
42
42
B.2.4-7 (8)
43
43
B17
85
1100
VIGA30X30 No Message B.2.4-7 (8)
27
27
B.2.4-7 (8)
27
27
B17
85
1575
VIGA30X30 No Message B.2.4-7 (8)
52
52
B.2.4-5 (8)
64
64
Story2
B17
85
2050
VIGA30X30 No Message B.2.4-7 (8)
108
108
B.2.4-5 (8)
105
105
Story2
B18
88
0
VIGA15X30 No Message B.2.4-5 (4)
41
41
B.2.4-7 (4)
25
25
Story2
B18
88
416
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
33
33
Story2
B18
88
832
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-5 (4)
33
33
Story2
B18
88
1248
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-2 (1)
26
26
Story2
B18
88
1664
VIGA15X30 No Message B.2.4-5 (4)
11
11
B.2.4-5 (4)
11
11
Story2
B18
88
2080
VIGA15X30 No Message B.2.4-5 (4)
43
43
B.2.4-5 (4)
21
21
Story2
B19
91
0
VIGA15X30 No Message B.2.4-5 (4)
51
51
B.2.4-5 (4)
25
25
Story2
B19
91
436.7
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
17
17
Story2
B19
91
873.3
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
41
41
Story2
B19
91
1310
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-2 (1)
51
51
Story2
B19
91
1746.7
VIGA15X30 No Message B.2.4-5 (4)
13
13
B.2.4-5 (4)
53
53
Story2
B19
91
2183.3
VIGA15X30 No Message B.2.4-7 (4)
14
14
B.2.4-5 (4)
44
44
Story2
B19
91
2620
VIGA15X30 No Message B.2.4-5 (4)
43
43
B.2.4-7 (4)
26
26
Story2
B20
94
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B20
94
275
VIGA30X30 No Message B.2.4-5 (4)
25
25
B.2.4-5 (4)
13
13
Story2
B20
94
550
VIGA30X30 No Message B.2.4-5 (4)
53
53
B.2.4-5 (4)
27
27
Story2
B21
97
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B21
97
275
VIGA30X30 No Message B.2.4-2 (2)
62
62
B.2.4-2 (2)
32
32
Story2
B21
97
550
VIGA30X30 No Message B.2.4-2 (2)
127
127
B.2.4-2 (2)
63
63
Story2
B22
100
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story2
B22
100
275
VIGA30X30 No Message B.2.4-5 (4)
30
30
B.2.4-5 (4)
16
16
Story2
B22
100
550
VIGA30X30 No Message B.2.4-5 (4)
63
63
B.2.4-5 (4)
32
32
Story2
B23
103
0
VIGA15X30 No Message B.2.4-5 (8)
33
33
B.2.4-5 (8)
16
16
Story2
B23
103
500
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-5 (8)
24
24
Story2
B23
103
1000
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-2 (1)
29
29
Story2
B23
103
1500
VIGA15X30 No Message B.2.4-5 (8)
10
10
B.2.4-5 (8)
19
19
Story2
B23
103
2000
VIGA15X30 No Message B.2.4-5 (8)
39
39
B.2.4-5 (8)
19
19
Story2
B24
106
0
VIGA15X30 No Message B.2.4-5 (8)
28
28
B.2.4-7 (8)
18
18
Story2
B24
106
300
VIGA15X30 No Message B.2.4-7 (8)
15
15
B.2.4-5 (8)
18
18
Story2
B24
106
600
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
20
20
Story2
B24
106
600
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
20
20
Story2
B24
106
1000
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-2 (1)
19
19
Page 277 of 290
B.2.4-5 (8)
As,min As Bottom Bottom mm² mm² 58
58
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story2
B24
106
1400
VIGA15X30 No Message B.2.4-5 (8)
11
11
B.2.4-5 (8)
22
22
Story2
B24
106
1800
VIGA15X30 No Message B.2.4-7 (8)
17
17
B.2.4-5 (8)
22
22
Story2
B24
106
2200
VIGA15X30 No Message B.2.4-5 (8)
45
45
B.2.4-5 (8)
23
23
Story2
B25
109
0
VIGA15X30 No Message B.2.4-5 (4)
36
36
B.2.4-7 (4)
20
20
Story2
B25
109
407.5
VIGA15X30 No Message B.2.4-7 (4)
11
11
B.2.4-5 (4)
26
26
Story2
B25
109
815
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-2 (1)
26
26
Story2
B25
109
1222.5
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-2 (1)
27
27
Story2
B25
109
1630
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-5 (4)
21
21
Story2
B25
109
1630
VIGA15X30 No Message B.2.4-5 (4)
10
10
B.2.4-5 (4)
21
21
Story2
B25
109
2080
VIGA15X30 No Message B.2.4-5 (4)
38
38
B.2.4-5 (4)
19
19
Story1
B1
39
150
VIGA30X30 No Message B.2.4-5 (4)
268
268
B.2.4-7 (4)
226
226
Story1
B1
39
595
VIGA30X30 No Message B.2.4-7 (4)
127
127
B.2.4-5 (4)
135
135
Story1
B1
39
1040
VIGA30X30 No Message B.2.4-5 (4)
66
66
B.2.4-5 (4)
66
66
Story1
B1
39
1485
VIGA30X30 No Message B.2.4-7 (4)
79
79
B.2.4-5 (4)
99
99
Story1
B1
39
1930
VIGA30X30 No Message B.2.4-5 (4)
203
203
B.2.4-7 (4)
189
189
Story1
B2
42
150
VIGA30X30 No Message B.2.4-5 (4)
199
199
B.2.4-7 (4)
163
163
Story1
B2
42
614
VIGA30X30 No Message B.2.4-7 (4)
90
90
B.2.4-5 (4)
110
110
Story1
B2
42
1078
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-5 (4)
64
64
Story1
B2
42
1542
VIGA30X30 No Message B.2.4-5 (4)
64
64
B.2.4-5 (4)
86
86
Story1
B2
42
2006
VIGA30X30 No Message B.2.4-7 (4)
136
136
B.2.4-5 (4)
143
143
Story1
B2
42
2470
VIGA30X30 No Message B.2.4-5 (4)
258
258
B.2.4-7 (4)
199
199
Story1
B3
45
150
VIGA30X30 No Message B.2.4-5 (4)
212
212
B.2.4-7 (4)
172
172
Story1
B3
45
595
VIGA30X30 No Message B.2.4-5 (4)
109
109
B.2.4-7 (4)
98
98
Story1
B3
45
1040
VIGA30X30 No Message B.2.4-5 (4)
52
52
B.2.4-5 (4)
52
52
Story1
B3
45
1485
VIGA30X30 No Message B.2.4-7 (4)
63
63
B.2.4-5 (4)
73
73
Story1
B3
45
1930
VIGA30X30 No Message B.2.4-7 (4)
152
152
B.2.4-5 (4)
154
154
Story1
B4
48
150
VIGA30X30 No Message B.2.4-7 (4)
145
145
B.2.4-5 (4)
126
126
Story1
B4
48
450
VIGA30X30 No Message B.2.4-7 (4)
89
89
B.2.4-5 (4)
108
108
Story1
B4
48
750
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
88
88
Story1
B4
48
750
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
88
88
Story1
B4
48
1180
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
50
50
Story1
B4
48
1610
VIGA30X30 No Message B.2.4-5 (4)
50
50
B.2.4-5 (4)
65
65
Story1
B4
48
2040
VIGA30X30 No Message B.2.4-5 (4)
120
120
B.2.4-7 (4)
107
107
Story1
B4
48
2470
VIGA30X30 No Message B.2.4-5 (4)
204
204
B.2.4-7 (4)
147
147
Story1
B5
51
150
VIGA30X30 No Message B.2.4-5 (4)
169
169
B.2.4-7 (4)
131
131
Story1
B5
51
643.3
VIGA30X30 No Message B.2.4-5 (4)
73
73
B.2.4-7 (4)
74
74
Story1
B5
51
1136.7
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
42
42
Story1
B5
51
1630
VIGA30X30 No Message B.2.4-7 (4)
59
59
B.2.4-5 (4)
92
92
Story1
B5
51
1630
VIGA30X30 No Message B.2.4-7 (4)
59
59
B.2.4-5 (4)
92
92
Story1
B5
51
1930
VIGA30X30 No Message B.2.4-7 (4)
128
128
B.2.4-5 (4)
114
114
Story1
B6
54
150
VIGA30X30 No Message B.2.4-5 (4)
126
126
B.2.4-7 (4)
99
99
Story1
B6
54
450
VIGA30X30 No Message B.2.4-7 (4)
75
75
B.2.4-5 (4)
84
84
Story1
B6
54
750
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
69
69
Story1
B6
54
750
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
69
69
Page 278 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B6
54
1180
VIGA30X30 No Message B.2.4-5 (4)
Story1
B6
54
1610
VIGA30X30 No Message B.2.4-5 (4)
42
42
B.2.4-5 (4)
57
57
Story1
B6
54
2040
VIGA30X30 No Message B.2.4-5 (4)
101
101
B.2.4-7 (4)
91
91
Story1
B6
54
2470
VIGA30X30 No Message B.2.4-5 (4)
171
171
B.2.4-7 (4)
122
122
Story1
B7
57
150
VIGA30X30 No Message B.2.4-5 (4)
157
157
B.2.4-7 (4)
135
135
Story1
B7
57
643.3
VIGA30X30 No Message B.2.4-7 (4)
67
67
B.2.4-5 (4)
74
74
Story1
B7
57
1136.7
VIGA30X30 No Message B.2.4-5 (4)
39
39
B.2.4-5 (4)
39
39
Story1
B7
57
1630
VIGA30X30 No Message B.2.4-7 (4)
65
65
B.2.4-5 (4)
90
90
Story1
B7
57
1630
VIGA30X30 No Message B.2.4-7 (4)
65
65
B.2.4-5 (4)
90
90
Story1
B7
57
1930
VIGA30X30 No Message B.2.4-7 (4)
121
121
B.2.4-5 (4)
116
116
Story1
B8
60
150
VIGA30X30 No Message B.2.4-5 (4)
119
119
B.2.4-7 (4)
99
99
Story1
B8
60
614
VIGA30X30 No Message B.2.4-7 (4)
58
58
B.2.4-5 (4)
61
61
Story1
B8
60
1078
VIGA30X30 No Message B.2.4-5 (4)
38
38
B.2.4-5 (4)
38
38
Story1
B8
60
1542
VIGA30X30 No Message B.2.4-5 (4)
38
38
B.2.4-7 (4)
43
43
Story1
B8
60
2006
VIGA30X30 No Message B.2.4-5 (4)
89
89
B.2.4-7 (4)
85
85
Story1
B8
60
2470
VIGA30X30 No Message B.2.4-5 (4)
155
155
B.2.4-7 (4)
122
122
Story1
B9
63
150
VIGA30X30 No Message B.2.4-5 (8)
223
223
B.2.4-5 (8)
110
110
Story1
B9
63
600
VIGA30X30 No Message B.2.4-7 (8)
98
98
B.2.4-5 (8)
106
106
Story1
B9
63
1050
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-5 (8)
108
108
Story1
B9
63
1500
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-2 (1)
84
84
Story1
B9
63
1950
VIGA30X30 No Message B.2.4-5 (8)
55
55
B.2.4-5 (8)
86
86
Story1
B9
63
2400
VIGA30X30 No Message B.2.4-7 (8)
74
74
B.2.4-5 (8)
85
85
Story1
B9
63
2850
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-5 (8)
96
96
Story1
B10
66
150
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-7 (8)
102
102
Story1
B10
66
575
VIGA30X30 No Message B.2.4-5 (8)
74
74
B.2.4-7 (8)
67
67
Story1
B10
66
1000
VIGA30X30 No Message B.2.4-5 (8)
48
48
B.2.4-5 (8)
48
48
Story1
B10
66
1425
VIGA30X30 No Message B.2.4-7 (8)
54
54
B.2.4-5 (8)
79
79
Story1
B10
66
1850
VIGA30X30 No Message B.2.4-5 (8)
146
146
B.2.4-7 (8)
119
119
Story1
B11
69
150
VIGA30X30 No Message B.2.4-5 (8)
157
157
B.2.4-7 (8)
120
120
Story1
B11
69
600
VIGA30X30 No Message B.2.4-7 (8)
58
58
B.2.4-5 (8)
75
75
Story1
B11
69
600
VIGA30X30 No Message B.2.4-7 (8)
58
58
B.2.4-5 (8)
75
75
Story1
B11
69
1083.3
VIGA30X30 No Message B.2.4-5 (8)
42
42
B.2.4-5 (8)
42
42
Story1
B11
69
1566.7
VIGA30X30 No Message B.2.4-7 (8)
83
83
B.2.4-5 (8)
97
97
Story1
B11
69
2050
VIGA30X30 No Message B.2.4-5 (8)
171
171
B.2.4-7 (8)
163
163
Story1
B12
72
150
VIGA30X30 No Message B.2.4-5 (8)
271
271
B.2.4-5 (8)
144
144
Story1
B12
72
600
VIGA30X30 No Message B.2.4-7 (8)
91
91
B.2.4-5 (8)
105
105
Story1
B12
72
1050
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-5 (8)
157
157
Story1
B12
72
1500
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-2 (1)
171
171
Story1
B12
72
1950
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-2 (1)
139
139
Story1
B12
72
2400
VIGA30X30 No Message B.2.4-5 (8)
72
72
B.2.4-5 (8)
84
84
Story1
B12
72
2850
VIGA30X30 No Message B.2.4-5 (8)
256
256
B.2.4-5 (8)
127
127
Story1
B13
75
150
VIGA30X30 No Message B.2.4-5 (8)
201
201
B.2.4-5 (8)
99
99
Story1
B13
75
575
VIGA30X30 No Message B.2.4-5 (8)
76
76
B.2.4-7 (8)
52
52
Story1
B13
75
1000
VIGA30X30 No Message B.2.4-5 (8)
50
50
B.2.4-5 (8)
50
50
Page 279 of 290
42
42
B.2.4-5 (4)
42
42
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B13
75
1425
Story1
B13
75
1850
VIGA30X30 No Message B.2.4-5 (8)
139
139
B.2.4-7 (8)
89
89
Story1
B14
78
150
VIGA30X30 No Message B.2.4-5 (8)
170
170
B.2.4-7 (8)
88
88
Story1
B14
78
600
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
80
80
Story1
B14
78
600
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
80
80
Story1
B14
78
1083.3
VIGA30X30 No Message B.2.4-5 (8)
44
44
B.2.4-5 (8)
71
71
Story1
B14
78
1566.7
VIGA30X30 No Message B.2.4-7 (8)
57
57
B.2.4-5 (8)
116
116
Story1
B14
78
2050
VIGA30X30 No Message B.2.4-5 (8)
179
179
B.2.4-7 (8)
124
124
Story1
B15
81
150
VIGA30X30 No Message B.2.4-5 (8)
260
260
B.2.4-5 (8)
129
129
Story1
B15
81
600
VIGA30X30 No Message B.2.4-7 (8)
111
111
B.2.4-5 (8)
120
120
Story1
B15
81
1050
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-5 (8)
128
128
Story1
B15
81
1500
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-2 (1)
104
104
Story1
B15
81
1950
VIGA30X30 No Message B.2.4-5 (8)
64
64
B.2.4-5 (8)
104
104
Story1
B15
81
2400
VIGA30X30 No Message B.2.4-7 (8)
78
78
B.2.4-5 (8)
102
102
Story1
B15
81
2850
VIGA30X30 No Message B.2.4-5 (8)
215
215
B.2.4-5 (8)
107
107
Story1
B16
84
150
VIGA30X30 No Message B.2.4-5 (8)
193
193
B.2.4-7 (8)
122
122
Story1
B16
84
575
VIGA30X30 No Message B.2.4-5 (8)
101
101
B.2.4-7 (8)
61
61
Story1
B16
84
1000
VIGA30X30 No Message B.2.4-5 (8)
48
48
B.2.4-5 (8)
48
48
Story1
B16
84
1425
VIGA30X30 No Message B.2.4-5 (8)
77
77
B.2.4-7 (8)
65
65
Story1
B16
84
1850
VIGA30X30 No Message B.2.4-5 (8)
151
151
B.2.4-7 (8)
136
136
Story1
B17
87
150
VIGA30X30 No Message B.2.4-5 (8)
197
197
B.2.4-7 (8)
131
131
Story1
B17
87
625
VIGA30X30 No Message B.2.4-5 (8)
53
53
B.2.4-5 (8)
95
95
Story1
B17
87
1100
VIGA30X30 No Message B.2.4-5 (8)
53
53
B.2.4-5 (8)
70
70
Story1
B17
87
1575
VIGA30X30 No Message B.2.4-7 (8)
83
83
B.2.4-5 (8)
141
141
Story1
B17
87
2050
VIGA30X30 No Message B.2.4-5 (8)
215
215
B.2.4-7 (8)
178
178
Story1
B18
90
0
VIGA15X30 No Message B.2.4-5 (4)
76
76
B.2.4-7 (4)
51
51
Story1
B18
90
416
VIGA15X30 No Message B.2.4-7 (4)
37
37
B.2.4-5 (4)
47
47
Story1
B18
90
832
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-5 (4)
38
38
Story1
B18
90
1248
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-2 (1)
23
23
Story1
B18
90
1664
VIGA15X30 No Message B.2.4-5 (4)
19
19
B.2.4-5 (4)
19
19
Story1
B18
90
2080
VIGA15X30 No Message B.2.4-5 (4)
62
62
B.2.4-5 (4)
31
31
Story1
B19
93
0
VIGA15X30 No Message B.2.4-5 (4)
73
73
B.2.4-5 (4)
36
36
Story1
B19
93
436.7
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-5 (4)
22
22
Story1
B19
93
873.3
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-2 (1)
35
35
Story1
B19
93
1310
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-2 (1)
44
44
Story1
B19
93
1746.7
VIGA15X30 No Message B.2.4-5 (4)
22
22
B.2.4-5 (4)
52
52
Story1
B19
93
2183.3
VIGA15X30 No Message B.2.4-7 (4)
41
41
B.2.4-5 (4)
49
49
Story1
B19
93
2620
VIGA15X30 No Message B.2.4-5 (4)
89
89
B.2.4-7 (4)
47
47
Story1
B20
96
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B20
96
275
VIGA30X30 No Message B.2.4-5 (4)
32
32
B.2.4-5 (4)
17
17
Story1
B20
96
550
VIGA30X30 No Message B.2.4-5 (4)
67
67
B.2.4-5 (4)
33
33
Story1
B21
99
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B21
99
275
VIGA30X30 No Message B.2.4-2 (2)
59
59
B.2.4-2 (2)
30
30
Story1
B21
99
550
VIGA30X30 No Message B.2.4-2 (2)
122
122
B.2.4-2 (2)
61
61
VIGA30X30 No Message B.2.4-5 (8)
Page 280 of 290
50
50
B.2.4-5 (8)
62
62
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 1 of 2, continued) Unique Station Name mm
Design Section
Status
As Top Combo
As,min As Top Top mm² mm²
As Bottom Combo
As,min As Bottom Bottom mm² mm²
Story
Label
Story1
B22
102
0
VIGA30X30 No Message B.2.4-4 (2)
0
0
B.2.4-4 (2)
0
0
Story1
B22
102
275
VIGA30X30 No Message B.2.4-5 (4)
36
36
B.2.4-5 (4)
19
19
Story1
B22
102
550
VIGA30X30 No Message B.2.4-5 (4)
75
75
B.2.4-5 (4)
37
37
Story1
B23
105
0
VIGA15X30 No Message B.2.4-5 (8)
60
60
B.2.4-5 (8)
30
30
Story1
B23
105
500
VIGA15X30 No Message B.2.4-5 (8)
19
19
B.2.4-7 (8)
17
17
Story1
B23
105
1000
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
15
15
Story1
B23
105
1500
VIGA15X30 No Message B.2.4-5 (8)
15
15
B.2.4-5 (8)
19
19
Story1
B23
105
2000
VIGA15X30 No Message B.2.4-5 (8)
46
46
B.2.4-5 (8)
23
23
Story1
B24
108
0
VIGA15X30 No Message B.2.4-5 (8)
56
56
B.2.4-5 (8)
28
28
Story1
B24
108
300
VIGA15X30 No Message B.2.4-7 (8)
25
25
B.2.4-5 (8)
31
31
Story1
B24
108
600
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
32
32
Story1
B24
108
600
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
32
32
Story1
B24
108
1000
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (4)
21
21
Story1
B24
108
1400
VIGA15X30 No Message B.2.4-5 (8)
16
16
B.2.4-5 (8)
34
34
Story1
B24
108
1800
VIGA15X30 No Message B.2.4-7 (8)
32
32
B.2.4-5 (8)
43
43
Story1
B24
108
2200
VIGA15X30 No Message B.2.4-5 (8)
63
63
B.2.4-7 (8)
48
48
Story1
B25
111
0
VIGA15X30 No Message B.2.4-5 (4)
59
59
B.2.4-7 (4)
39
39
Story1
B25
111
407.5
VIGA15X30 No Message B.2.4-5 (4)
32
32
B.2.4-7 (4)
28
28
Story1
B25
111
815
VIGA15X30 No Message B.2.4-5 (4)
15
15
B.2.4-5 (4)
16
16
Story1
B25
111
1222.5
VIGA15X30 No Message B.2.4-5 (4)
15
15
B.2.4-5 (4)
15
15
Story1
B25
111
1630
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
29
29
Story1
B25
111
1630
VIGA15X30 No Message B.2.4-7 (4)
16
16
B.2.4-5 (4)
29
29
Story1
B25
111
2080
VIGA15X30 No Message B.2.4-7 (4)
31
31
B.2.4-5 (4)
34
34
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story3
B4
47
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B4
47
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B6
53
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 281 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story3
B13
74
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B13
74
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B16
83
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story3
B23
104
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
150
B.2.4-7 (8)
385.35
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
595
B.2.4-7 (8)
325.22
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1040
B.2.4-7 (8)
300.12
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1485
B.2.4-7 (8)
360.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B1
37
1930
B.2.4-7 (8)
420.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
150
B.2.4-7 (8)
381.17
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
614
B.2.4-7 (8)
318.47
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
1078
B.2.4-7 (8)
255.77
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
2006
B.2.4-7 (8)
296.69
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B2
40
2470
B.2.4-7 (8)
359.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
150
B.2.4-7 (8)
390.04
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
595
B.2.4-7 (8)
312.35
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1040
B.2.4-7 (8)
257.44
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1485
B.2.4-7 (8)
335.13
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B3
43
1930
B.2.4-7 (8)
412.82
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
150
B.2.4-7 (8)
378.18
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
450
B.2.4-7 (8)
344.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
750
B.2.4-7 (8)
309.84
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
750
B.2.4-7 (8)
276.99
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
2040
B.2.4-7 (8)
294.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B4
46
2470
B.2.4-7 (8)
343.22
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
150
B.2.4-7 (8)
269.06
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
643.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1136.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1630
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1630
B.2.4-7 (8)
261.91
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B5
49
1930
B.2.4-7 (8)
292.44
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 282 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story2
B6
52
150
B.2.4-7 (8)
310.56
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
450
B.2.4-7 (8)
283.67
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
750
B.2.4-7 (8)
256.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B6
52
2470
B.2.4-7 (8)
280.11
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
643.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1136.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1630
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B7
55
1630
B.2.4-7 (8)
251.1
B.2.4-5 (8)
369
B.2.4-5 (8)
107.18
No Message
Story2
B7
55
1930
B.2.4-5 (8)
254.77
B.2.4-5 (8)
369
B.2.4-5 (8)
107.18
No Message
Story2
B8
58
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
614
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
1078
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
2006
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B8
58
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B9
61
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B10
64
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
1083.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
1566.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B11
67
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B12
70
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 283 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story2
B12
70
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B13
73
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
150
B.2.4-5 (8)
253.16
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
1083.3
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
1566.7
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B14
76
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
600
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
1950
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
2400
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B15
79
2850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1000
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1425
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B16
82
1850
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
625
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
1100
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
1575
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B17
85
2050
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
416
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
832
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
1248
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
1664
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B18
88
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
436.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
873.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
1310
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
1746.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
2183.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B19
91
2620
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B20
94
0
B.2.4-7 (8)
251.1
B.2.4-7 (4)
369
B.2.4-5 (4)
129.12
No Message
Story2
B20
94
275
B.2.4-7 (8)
251.1
B.2.4-7 (4)
369
B.2.4-5 (4)
129.12
No Message
Page 284 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
Story
Label
Story2
B20
94
Story2
B21
97
Story2
B21
97
Story2
B21
97
Story2
B22
100
Story2
B22
Story2
B22
Story2
550
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
B.2.4-7 (8)
251.1
B.2.4-7 (4)
0
B.2.4-5 (8)
544.52
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
275
B.2.4-5 (8)
552.9
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
550
B.2.4-5 (8)
561.28
B.2.4-7 (4)
369
B.2.4-5 (4)
121.31
No Message
0
B.2.4-5 (8)
267.48
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
100
275
B.2.4-5 (8)
275.86
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
100
550
B.2.4-5 (8)
284.24
B.2.4-7 (4)
369
B.2.4-5 (4)
137.21
No Message
B23
103
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B23
103
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
300
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1400
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
1800
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B24
106
2200
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
407.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
815
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1222.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story2
B25
109
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
150
B.2.4-5 (8)
494.65
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
595
B.2.4-5 (8)
459.33
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1040
B.2.4-5 (8)
424.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1485
B.2.4-5 (8)
440.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B1
39
1930
B.2.4-5 (8)
475.87
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
150
B.2.4-5 (8)
379.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
614
B.2.4-5 (8)
343.02
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
1078
B.2.4-5 (8)
306.19
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
1542
B.2.4-5 (8)
318.3
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
2006
B.2.4-5 (8)
355.13
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B2
42
2470
B.2.4-5 (8)
391.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
150
B.2.4-5 (8)
375.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
595
B.2.4-5 (8)
361.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1040
B.2.4-5 (8)
348.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1485
B.2.4-7 (8)
337.75
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B3
45
1930
B.2.4-7 (8)
347.92
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
150
B.2.4-5 (8)
300.05
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Page 285 of 290
369
B.2.4-5 (4)
129.12
No Message
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story1
B4
48
450
B.2.4-5 (8)
290.91
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Story1
B4
48
750
B.2.4-5 (8)
281.76
B.2.4-7 (8)
369
B.2.4-5 (8)
136.34
No Message
Story1
B4
48
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
1180
B.2.4-5 (8)
252.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
1610
B.2.4-5 (8)
265.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
2040
B.2.4-5 (8)
279.06
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B4
48
2470
B.2.4-5 (8)
292.17
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
150
B.2.4-5 (8)
309.88
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
643.3
B.2.4-5 (8)
294.85
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1136.7
B.2.4-5 (8)
279.81
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1630
B.2.4-5 (8)
264.78
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B5
51
1630
B.2.4-5 (8)
339.34
B.2.4-7 (8)
369
B.2.4-5 (8)
125.56
No Message
Story1
B5
51
1930
B.2.4-5 (8)
348.48
B.2.4-7 (8)
369
B.2.4-5 (8)
125.56
No Message
Story1
B6
54
150
B.2.4-5 (8)
255.33
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
450
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
750
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
1180
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
1610
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
2040
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B6
54
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
150
B.2.4-5 (8)
291.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
643.3
B.2.4-5 (8)
276.68
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1136.7
B.2.4-5 (8)
261.64
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1630
B.2.4-7 (8)
257.25
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B7
57
1630
B.2.4-5 (8)
298.3
B.2.4-7 (8)
356
B.2.4-5 (8)
142.31
No Message
Story1
B7
57
1930
B.2.4-5 (8)
307.45
B.2.4-7 (8)
356
B.2.4-5 (8)
142.31
No Message
Story1
B8
60
150
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
614
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
1078
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
1542
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
2006
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B8
60
2470
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
150
B.2.4-5 (8)
377.95
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
600
B.2.4-5 (8)
316.46
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1050
B.2.4-5 (8)
254.97
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
1950
B.2.4-5 (8)
251.82
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
2400
B.2.4-5 (8)
313.31
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B9
63
2850
B.2.4-5 (8)
374.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
150
B.2.4-5 (8)
435.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
575
B.2.4-5 (8)
377.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
1000
B.2.4-5 (8)
319.64
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B10
66
1425
B.2.4-5 (8)
335.89
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 286 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
Story
Label
Story1
B10
66
1850
B.2.4-5 (8)
Story1
B11
69
150
Story1
B11
69
600
Story1
B11
69
Story1
B11
Story1 Story1
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
393.96
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B.2.4-5 (8)
363
B.2.4-7 (4)
365
B.2.4-5 (4)
143.8
No Message
B.2.4-5 (8)
311.84
B.2.4-7 (4)
365
B.2.4-5 (4)
143.8
No Message
600
B.2.4-5 (8)
288.14
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
69
1083.3
B.2.4-7 (8)
275.65
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B11
69
1566.7
B.2.4-5 (8)
290.26
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
B11
69
2050
B.2.4-5 (8)
304.99
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
150
B.2.4-7 (8)
463.66
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
600
B.2.4-7 (8)
389.19
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1050
B.2.4-7 (8)
314.72
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
1950
B.2.4-7 (8)
313.74
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
2400
B.2.4-7 (8)
388.2
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B12
72
2850
B.2.4-7 (8)
462.67
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
150
B.2.4-5 (8)
453.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
575
B.2.4-5 (8)
379.05
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1000
B.2.4-5 (8)
304.71
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1425
B.2.4-5 (8)
324.9
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B13
75
1850
B.2.4-5 (8)
399.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
150
B.2.4-5 (8)
450.23
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
600
B.2.4-5 (8)
366
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
600
B.2.4-5 (8)
351.58
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
1083.3
B.2.4-5 (8)
261.11
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
1566.7
B.2.4-5 (8)
335.98
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B14
78
2050
B.2.4-5 (8)
426.45
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
150
B.2.4-7 (8)
360.21
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
600
B.2.4-7 (8)
314.15
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1050
B.2.4-7 (8)
268.09
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1500
B.2.4-7 (8)
251.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
1950
B.2.4-7 (8)
263.74
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
2400
B.2.4-7 (8)
309.8
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B15
81
2850
B.2.4-7 (8)
355.87
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
150
B.2.4-5 (8)
359.1
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
575
B.2.4-5 (8)
346.15
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1000
B.2.4-5 (8)
333.2
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1425
B.2.4-5 (8)
320.24
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B16
84
1850
B.2.4-7 (8)
323.79
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
150
B.2.4-5 (8)
485.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
625
B.2.4-5 (8)
407.36
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
1100
B.2.4-5 (8)
329.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
1575
B.2.4-5 (8)
389.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B17
87
2050
B.2.4-5 (8)
467.37
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
0
B.2.4-5 (8)
150.41
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
416
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 287 of 290
Design Data
4/02/2019
Table 6.10 - Concrete Beam Summary - ACI 318-08 (Part 2 of 2, continued) Unique Station V Combo Name mm
At Shear mm²/m
Torsion Al Torsion At Long Torsion Tran Torsion Warnings Combo mm² Combo mm²/m
Story
Label
Story1
B18
90
832
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
1248
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
1664
B.2.4-5 (8)
135.01
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B18
90
2080
B.2.4-5 (8)
161.69
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
436.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
873.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
1310
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
1746.7
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
2183.3
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B19
93
2620
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B20
96
0
B.2.4-5 (8)
261.6
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B20
96
275
B.2.4-5 (8)
269.98
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B20
96
550
B.2.4-5 (8)
278.36
B.2.4-7 (8)
369
B.2.4-5 (4)
239.72
No Message
Story1
B21
99
0
B.2.4-5 (8)
523.35
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B21
99
275
B.2.4-5 (8)
531.73
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B21
99
550
B.2.4-5 (8)
540.11
B.2.4-7 (8)
369
B.2.4-5 (4)
241.88
No Message
Story1
B22
102
0
B.2.4-5 (8)
306.47
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B22
102
275
B.2.4-5 (8)
314.85
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B22
102
550
B.2.4-5 (8)
323.23
B.2.4-2 (2)
369
B.2.4-5 (4)
280.12
No Message
Story1
B23
105
0
B.2.4-5 (8)
126.92
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
1500
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B23
105
2000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
0
B.2.4-7 (8)
130.39
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
300
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
600
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1000
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1400
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
1800
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B24
108
2200
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
0
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
407.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
815
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1222.5
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
1630
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Story1
B25
111
2080
B.2.4-7 (8)
125.55
B.2.4-4 (2)
0
B.2.4-4 (2)
0
No Message
Page 288 of 290
Design Data
4/02/2019
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 1 of 2) Design Section
B/C B/C B/C Major B/C Minor Major Minor Combo Combo Ratio Ratio
Story
Label
Unique Name
Story3
C6
16
COL30X30 No Message B.2.4-7 (5)
Story3
C7
19
COL30X30 No Message B.2.4-7 (5)
0.157
B.2.4-7 (5)
0.102
Story3
C10
28
COL30X30 No Message B.2.4-7 (5)
0.138
B.2.4-7 (5)
0.114
Story3
C11
31
COL30X30 No Message B.2.4-7 (1)
0.126
B.2.4-7 (1)
0.11
Story2
C1
2
COL30X30 No Message B.2.4-7 (1)
0.357
B.2.4-7 (1)
0.387
Story2
C2
5
COL30X30 No Message B.2.4-7 (1)
0.34
B.2.4-7 (1)
0.341
Story2
C3
8
COL30X30 No Message B.2.4-7 (1)
0.256
B.2.4-7 (1)
0.365
Story2
C4
11
COL30X30 No Message B.2.4-7 (5)
0.202
B.2.4-7 (5)
0.228
Story2
C5
14
COL30X30 No Message B.2.4-7 (5)
0.728
B.2.4-7 (5)
0.517
Story2
C6
17
COL30X30 No Message B.2.4-7 (5)
0.368
B.2.4-7 (5)
0.177
Story2
C7
20
COL30X30 No Message B.2.4-7 (5)
0.285
B.2.4-7 (5)
0.188
Story2
C8
23
COL30X30 No Message B.2.4-7 (5)
0.435
B.2.4-7 (5)
0.224
Story2
C9
26
COL30X30 No Message B.2.4-7 (1)
0.427
B.2.4-7 (1)
0.437
Story2
C10
29
COL30X30 No Message B.2.4-7 (5)
0.211
B.2.4-7 (5)
0.214
Story2
C11
32
COL30X30 No Message B.2.4-7 (1)
0.18
B.2.4-7 (1)
0.236
Story2
C12
35
COL30X30 No Message B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.268
Story1
C1
3
COL30X30 No Message B.2.4-7 (1)
0.323
B.2.4-7 (1)
0.311
Story1
C2
6
COL30X30 No Message B.2.4-7 (1)
0.253
B.2.4-7 (1)
0.355
Story1
C3
9
COL30X30 No Message B.2.4-7 (1)
0.206
B.2.4-7 (1)
0.336
Story1
C4
12
COL30X30 No Message B.2.4-7 (5)
0.198
B.2.4-7 (5)
0.215
Story1
C5
15
COL30X30 No Message B.2.4-7 (5)
0.44
B.2.4-7 (5)
0.374
Story1
C6
18
COL30X30 No Message B.2.4-7 (5)
0.338
B.2.4-7 (5)
0.399
Story1
C7
21
COL30X30 No Message B.2.4-7 (1)
0.273
B.2.4-7 (1)
0.295
Story1
C8
24
COL30X30 No Message B.2.4-7 (5)
0.284
B.2.4-7 (5)
0.216
Story1
C9
27
COL30X30 No Message B.2.4-7 (1)
0.305
B.2.4-7 (1)
0.353
Story1
C10
30
COL30X30 No Message B.2.4-7 (1)
0.241
B.2.4-7 (1)
0.4
Story1
C11
33
COL30X30 No Message B.2.4-7 (1)
0.204
B.2.4-7 (1)
0.398
Story1
C12
36
COL30X30 No Message B.2.4-7 (5)
0.189
B.2.4-7 (5)
0.262
Status
0.16
B.2.4-7 (5)
0.093
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 2 of 2) JS Major Ratio
JS Minor Combo
JS Minor Ratio
Warnings
B.2.4-5 (1)
0.082
B.2.4-5 (1)
0.048
No Message No Message
B.2.4-5 (1)
0.081
B.2.4-5 (1)
0.052
No Message No Message
28
B.2.4-5 (1)
0.071
B.2.4-5 (1)
0.059
No Message No Message
C11
31
B.2.4-5 (1)
0.065
B.2.4-5 (1)
0.056
No Message No Message
C1
2
B.2.4-5 (1)
0.15
B.2.4-5 (1)
0.162
No Message No Message
Story2
C2
5
B.2.4-5 (1)
0.144
B.2.4-5 (1)
0.143
No Message No Message
Story2
C3
8
B.2.4-5 (1)
0.107
B.2.4-5 (1)
0.152
No Message No Message
Story2
C4
11
B.2.4-5 (1)
0.103
B.2.4-5 (1)
0.116
No Message No Message
Story2
C5
14
B.2.4-5 (1)
0.241
B.2.4-5 (1)
0.17
No Message No Message
Story2
C6
17
B.2.4-5 (1)
0.213
B.2.4-5 (1)
0.101
No Message No Message
Story2
C7
20
B.2.4-5 (1)
0.164
B.2.4-5 (1)
0.107
No Message No Message
Story2
C8
23
B.2.4-5 (1)
0.183
B.2.4-5 (1)
0.094
No Message No Message
Unique JS Major Name Combo
Story
Label
Story3
C6
16
Story3
C7
19
Story3
C10
Story3 Story2
Page 289 of 290
Errors
Design Data
4/02/2019
Table 6.11 - Concrete Joint Summary - ACI 318-08 (Part 2 of 2, continued) JS Major Ratio
JS Minor Combo
JS Minor Ratio
Warnings
0.182
B.2.4-5 (1)
0.185
No Message No Message
B.2.4-5 (1)
0.16
B.2.4-5 (1)
0.161
No Message No Message
B.2.4-5 (1)
0.136
B.2.4-5 (1)
0.177
No Message No Message
35
B.2.4-5 (1)
0.148
B.2.4-5 (1)
0.139
No Message No Message
C1
3
B.2.4-5 (1)
0.248
B.2.4-5 (1)
0.236
No Message No Message
Story1
C2
6
B.2.4-5 (1)
0.195
B.2.4-5 (1)
0.272
No Message No Message
Story1
C3
9
B.2.4-5 (1)
0.156
B.2.4-5 (1)
0.254
No Message No Message
Story1
C4
12
B.2.4-5 (1)
0.182
B.2.4-5 (1)
0.197
No Message No Message
Story1
C5
15
B.2.4-5 (1)
0.269
B.2.4-5 (1)
0.23
No Message No Message
Story1
C6
18
B.2.4-5 (1)
0.207
B.2.4-5 (1)
0.246
No Message No Message
Story1
C7
21
B.2.4-5 (1)
0.166
B.2.4-5 (1)
0.179
No Message No Message
Story1
C8
24
B.2.4-5 (1)
0.216
B.2.4-5 (1)
0.165
No Message No Message
Story1
C9
27
B.2.4-5 (1)
0.239
B.2.4-5 (1)
0.275
No Message No Message
Story1
C10
30
B.2.4-5 (1)
0.188
B.2.4-5 (1)
0.311
No Message No Message
Story1
C11
33
B.2.4-5 (1)
0.158
B.2.4-5 (1)
0.307
No Message No Message
Story1
C12
36
B.2.4-5 (1)
0.178
B.2.4-5 (1)
0.248
No Message No Message
Unique JS Major Name Combo
Story
Label
Story2
C9
26
B.2.4-5 (1)
Story2
C10
29
Story2
C11
32
Story2
C12
Story1
Page 290 of 290
Errors
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