Bridge2000-2
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- Words: 3,126
- Pages: 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:51 10/11/2009
LIVE LOAD ENVELOPES Load Case
Member
Exeltech, Inc Engineer: Yakov Polyakov
Joint
Vy_Max
Mz_when _Vy_Max
Vy_Min
Mz_when _Vy_Min
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Results
Mz_Max
Vy_when_M z_Max
Mz_Min
Vy_when_ Mz_Min
Page 1 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:51 10/11/2009
LIVE LOAD REACTIONS ENVELOPES Load Case
Joint
Exeltech, Inc Engineer: Yakov Polyakov
Vy_Max
Mz_when _Vy_Max
Vy_Min
Mz_when _Vy_Min
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Reactions
Mz_Max
Vy_when_ Mz_Max
Page 2 of 59
Testing Frame Spreadsheet
Mz_Min
Three Span Bridge
10:40:51 10/11/2009
Vy_when_ Mz_Min
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Reactions
Page 3 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:52 10/11/2009
Live Load Combination Force/Displacement Envelope
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Envelopes
Page 4 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Envelopes
10:40:52 10/11/2009
Page 5 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:52 10/11/2009
JOINT DISPLACEMENTS Load Case DL DL DL DL
Joint S102 S106 S202 S206
Exeltech, Inc Engineer: Yakov Polyakov
DispX 0.0000 0.0000 0.0000 0.0000
DispY -0.0015 -0.0006 -0.0028 -0.0043
RotZ -0.0001 0.0001 -0.0002 0.0001
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticDispl
Page 6 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:53 10/11/2009
MEMBER FORCES Load Case DL DL DL DL
Member SM102 SM103 SM106 SM107
Exeltech, Inc Engineer: Yakov Polyakov
Joint S101 S103 S105 S107
Px
Vy 0.0 0.0 0.0 0.0
4.1 4.1 -10.9 -10.9
Mz 40.9 122.8 54.7 -163.4
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticForces
Page 7 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:53 10/11/2009
REACTION FORCES Load Case DL DL DL DL
Joint C200 C300 S100 S400
Exeltech, Inc Engineer: Yakov Polyakov
Px
Vy 1.2 -1.2 0.0 0.0
Mz 25.9 25.9 4.1 4.1
-16 16 0 0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticReactions
Page 8 of 59
STATIC LOAD COMBINATIONS FACTORS STATIC LOAD COMBINATIONS Basic Load Cases
Comb1
DL SIDL SELF-WT
1 1 1
STANDARD HIGHWAY LIVE LOADS Standard Load Request HS20 HS25 (AASHTO) HL93 (AASHTO LRFD) FATIGUE TRUCK
Impact 1.3 1.3 1.33 1.3
Comments Truck Impact = Lane Impact Truck Impact = Lane Impact Input Truck Impact, Lane Impact = 1.0 Input Truck Impact
LIVE LOAD COMBINATIONS FACTORS TRUCK/LANE COMBINATIONS Include in LLMAX Basic Trucks LaneLoad HS20Truck Rider HL93Truck
Y
Y
HS20T
HS20L 0.8
1.25 1.25
Testing Frame Spreadsheet
Three Span Bridge
10:40:57 10/11/2009
Request Loads to Output
Request Members and Joints to Output Go to Load Request
Go to Member/Joint Request
HS20T HS20L LLMAX
Exeltech, Inc Engineer: Yakov Polyakov
Load DL SELF-WT SIDL
Static Load Comb's Load Combination Comb1
Mark Unmark
Member Forces Request
Px Px Vy Mz DispX DispY RotZ
Member
Associated Forces to display
Live Load Force Envelopes Request
Vy
Mz
y y
y y
DispX
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Request
DispY
RotZ
SM101 SM101 SM102 SM102 SM103 SM103 SM104 SM104 SM105 SM105 SM106 SM106 SM107 SM107 SM108 SM108 SM201 SM201 SM202 SM202 SM203 SM203 SM204 SM204 SM205 SM205 SM206 SM206 SM207 SM207 SM208 SM208 SM209 SM209 SM301 SM301 SM302 SM302 SM303 SM303 SM304 SM304 SM305 SM305 SM306 SM306 SM307 SM307 SM308 SM308 CM201 CM201 CM202 CM202 CM203 CM203 CM204 CM204 CM301 CM301 CM302 CM302 CM303 CM303 CM304 CM304
Joint S100 S101 S101 S102 S102 S103 S103 S104 S104 S105 S105 S106 S106 S107 S107 S200 S200 S201 S201 S202 S202 S203 S203 S204 S204 S205 S205 S206 S206 S207 S207 S208 S208 S300 S300 S301 S301 S302 S302 S303 S303 S304 S304 S305 S305 S306 S306 S307 S307 S400 C200 C201 C201 C202 C202 C203 C203 S200 C300 C301 C301 C302 C302 C303 C303 S300
All Joints
●
request
Static Loads
●
request
●
All Members
Mark Unmark
Max/Min Forces
Load Combination
request
Moving Load Comb's
All Static Loads
request
●
Mark Unmark
request
All Moving Loads
Mark Unmark Joint Displacements Request Joint
S100 S101 S102 S103 S104 S105 S106 S107 S200 S201 S202 S203 S204 S205 S206 S207 S208 S300 S301 S302 S303 S304 S305 S306 S307 S400 C200 C201 C202 C203 C300 C301 C302 C303
X 0.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 80.000 91.000 102.000 113.000 124.333 135.667 147.000 158.000 169.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 250.000 260.000 80.000 80.000 80.000 80.000 180.000 180.000 180.000 180.000
Y
Support
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -40.000 -30.000 -20.000 -10.000 -40.000 -30.000 -20.000 -10.000
TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE TRUE TRUE FALSE FALSE FALSE TRUE FALSE FALSE FALSE
Page 15 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:02 10/11/2009
BASIC TRUCKS Moving Step:
Limit Load Path
2.0 ft Left 0.00 ft
BASIC TRUCKS DESCRIPTION HS20Truck Rider Use 2 Trucks No Use 2 Trucks Truck Dist. 6 Truck Dist. Ignore Axles N Ignore Axles Axle Axle Axle Force Spacing Force Kip feet Kip 32 26 32 14 8 14
Exeltech, Inc Engineer: Yakov Polyakov
Select Forces/ Displacements to compute max/min envelopes
Right 0.00 ft
M(-) 1 N Axle Spacing feet
HL93Truck Use 2 Trucks Truck Dist. Ignore Axles Axle Force Kip 32 32 8
M(-) & R 50 Y Axle Spacing feet
Use 2 Trucks Truck Dist. Ignore Axles Axle Force Kip
14 14
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ MovingLoads
M(-) Use 2 Trucks 1 Truck Dist. N Ignore Axles Axle Axle Spacing Force feet Kip 32 32 8
No
Use 2 Trucks No Truck Dist. Y Ignore Axles N Axle Axle Axle Spacing Force Spacing feet Kip feet 30 14
Page 16 of 59
Bending Moment(Mz) Diagrams 1500 1000
Kip-Ft
500 0
Column AD Column AE
-500 -1000 -1500 0
50
100
150
Length along the bridge in Feet
200
250
Column AD Column AE
250
Testing Frame Spreadsheet
Three Span Bridge
10:41:03 10/11/2009
Bending Moment(Mz) Influence Line Member R-C200, Joint C200 12.000 10.000
Kip-Ft
8.000 6.000 4.000 2.000 0.000 0
10
20
30
40
50
60
70
80
Length along the bridge in Feet Station 0.00 0.00 0.91 1.82 1.82 2.73 3.64 3.64 4.55 5.45 5.46 6.36 7.27 7.27 8.18 9.09 9.09 10.00 10.91 10.91 11.82 12.73 12.73 13.64 14.55 14.55 15.45 16.36 16.36 17.27 18.18 18.18 19.09 20.00 20.00 20.85 21.70 21.70 22.55 23.40 23.40 24.25 25.10 25.10 25.95 26.80 26.80 27.65 28.50 28.50 29.35 30.20 30.20 31.05 31.90 31.90 32.75 33.60 33.60 34.45 35.30 35.30 36.15 37.00 37.00 38.08 39.15 39.15 40.23 41.30 41.30 42.38 43.45 43.45 44.53 45.60 45.60 46.67
Px 0.0049 0.0049 -0.0436 -0.0874 -0.0874 -0.1266 -0.1615 -0.1615 -0.1921 -0.2187 -0.2187 -0.2415 -0.2606 -0.2606 -0.2762 -0.2885 -0.2885 -0.2977 -0.3039 -0.3039 -0.3073 -0.3081 -0.3081 -0.3065 -0.3027 -0.3027 -0.2968 -0.2890 -0.2890 -0.2796 -0.2685 -0.2685 -0.2562 -0.2426 -0.2426 -0.2291 -0.2148 -0.2148 -0.1999 -0.1847 -0.1847 -0.1691 -0.1534 -0.1534 -0.1376 -0.1221 -0.1221 -0.1068 -0.0920 -0.0920 -0.0777 -0.0642 -0.0642 -0.0516 -0.0400 -0.0400 -0.0296 -0.0204 -0.0204 -0.0128 -0.0067 -0.0067 -0.0024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Exeltech, Inc Engineer: Yakov Polyakov
Vy 0.0041 0.0041 0.0116 0.0220 0.0220 0.0349 0.0504 0.0504 0.0682 0.0883 0.0883 0.1103 0.1343 0.1343 0.1600 0.1873 0.1873 0.2160 0.2460 0.2460 0.2772 0.3094 0.3094 0.3423 0.3760 0.3760 0.4103 0.4449 0.4449 0.4797 0.5146 0.5146 0.5495 0.5841 0.5841 0.6162 0.6478 0.6478 0.6788 0.7092 0.7092 0.7387 0.7673 0.7673 0.7949 0.8212 0.8212 0.8462 0.8698 0.8698 0.8919 0.9123 0.9123 0.9308 0.9475 0.9475 0.9621 0.9745 0.9745 0.9846 0.9923 0.9923 0.9975 1.0000 1.0000 0.9750 0.9500 0.9500 0.9250 0.9000 0.9000 0.8750 0.8500 0.8500 0.8250 0.8000 0.8000 0.7750
Mz -0.2735 -0.2735 1.5672 3.1861 3.1861 4.5933 5.7989 5.7989 6.8133 7.6459 7.6459 8.3064 8.8054 8.8054 9.1528 9.3587 9.3587 9.4331 9.3861 9.3861 9.2276 8.9678 8.9678 8.6165 8.1839 8.1839 7.6797 7.1142 7.1142 6.4976 5.8398 5.8398 5.1508 4.4407 4.4407 3.7663 3.0903 3.0903 2.4210 1.7666 1.7666 1.1352 0.5350 0.5350 -0.0258 -0.5390 -0.5390 -0.9963 -1.3896 -1.3896 -1.7107 -1.9513 -1.9513 -2.1034 -2.1586 -2.1586 -2.1089 -1.9459 -1.9459 -1.6615 -1.2475 -1.2475 -0.6957 0.0020 0.0020 0.0020 0.0019 0.0019 0.0019 0.0018 0.0018 0.0018 0.0017 0.0017 0.0017 0.0016 0.0016 0.0016
DispX 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
DispY 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RotZ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
INFLUENCE LINE REQUESTST Choose Member
Choose Joint
Choose Force
Max Value Min Value Max Area Min Area Total Area
= = = = =
9.4331 [force -2.1586 [force 152.21 [force -15.76 [force 136.45 [force
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ InfluenceLines
units] units] units]*ft units]*ft units]*ft
Page 19 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:04 10/11/2009
STATIC LOADS INPUT INDEPENDENT LOAD CASES Load Case Name (8 letters) DL SIDL
Description Dead Load Superimposed
STATIC LOADS Load Case Name DL
Span/ Column Span
Exeltech, Inc Engineer: Yakov Polyakov
Span/Col. No. 1
Force/ Moment Force Y
Force Type Uniform Full
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
Val 1 Kip, ft
Val 2 Kip, ft -1
Page 20 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:04 10/11/2009
Page 21 of 59
Testing Frame Spreadsheet
✘
Three Span Bridge
10:41:05 10/11/2009
Selfweight Loading
Material Density, Kip/ft^3 Beams Columns
L1 ft
0.16 0.15
L2 ft
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
Page 22 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:05 10/11/2009
Page 23 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:06 10/11/2009
Page 24 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:06 10/11/2009
Page 25 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:07 10/11/2009
Model Geometry
80.0
Exeltech, Inc Engineer: Yakov Polyakov
100.0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ ViewBridge
80.0
Page 26 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ DL_Diagrams
10:41:07 10/11/2009
Page 27 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:09 10/11/2009
BRIDGE FRAME STATIC ANALYSIS Test Three Span Bridge
Project: Problem Title: Description: Engineer:
Static and Live Load Analysis YP
Bridge2d Copyright © 2000 www.yakpol.net
Number of Modulus Elasticity, ksi Spans Spans Columns
3
4030
4030
SUPERSTRUCTURE DESCRIPTION Parameters Units Length ft Moment Inertia ft^4 Section Area ft^2 No. Hinges Hinge 1 Location ft Hinge 2 Location ft Number of Sections in Span
SPAN 1 SPAN 2 SPAN 3 80 100 80 50 50 50 20 20 20 0 0 0 5 0 0 8
8
8
PIER 2 PIER 3 Column Column Fixed Fixed Fixed Fixed 210 210 100 100 100 100 100 100 0 0 0 0 40 40 0 0 0 0 12.56 12.56 12.56 12.56
PIER 4 Roller Fixed Hinge 210 100 100 100 0 0 40 0 0 12.56 12.56
SUBSTRUCTURE DESCRIPTION Parameters Support Type Column Support Column Top Release Vertical Spring Horizontal Spring Rotational Spring Cross Coupling Term Support Width Left Support Width Right Column Length Footing Height Column Offset at Top Moment Inertia Area
Units
kip/ft kip/ft kip*ft/rad kip ft ft ft ft ft ft^4 ft^2
Exeltech, Inc Engineer: Yakov Polyakov
PIER 1 Roller Springs Fixed 1000 10000 10 52 0 0 15 0 0 0.67 2
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
Page 28 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:12 10/11/2009
Page 29 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:15 10/11/2009
Page 30 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:17 10/11/2009
Page 31 of 59
COLUMN SECTIONS Column Local Coordinates: Sections Flag ●
Auto Manual
Joint/ Member 0/1 1/2 2/3 3/4 4/5 5/6 6/7 7/8 8/9 9/10 10/11 11/12 12/13 13/14 14/15 15/16 16/17 17/18 18/19 19/20 20/21 21/22 22/23 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 31/32 32/33 33/34 34/35
X ft
PIER 1, Type: Roller Y A I ft ft^2 ft^4
Sections order from bottom to top of Column. X - Horizontal, Y - Vertical X = 0 at top of column (Last Joint) Y = 0 at bottom of column (Joint '0')
X ft
PIER 2, Type: Column Y A I ft ft^2 ft^4
35/36 36/37 37/38 38/39 39/40 40/41 41/42 42/43 43/44 44/45 45/46 46/47 47/48 48/49 49/50
:
S200
o top of Column.
oint) int '0')
Y X C200
X ft
PIER 3, Type: Column Y A I ft ft^2 ft^4
X ft
PIER 4, Type: Roller Y A I ft ft^2 ft^4
Testing Frame Spreadsheet
Three Span Bridge
10:41:20 10/11/2009
SPAN SECTIONS Span Local Coordinates X - Horizontal, Y - Vertical local Y = global Y X = 0 in the beginning of span X = Lspan at the end of span
Sections Flag ● Auto Manual
Joint/ Member 0/1 1/2 2/3 3/4 4/5 5/6 6/7 7/8 8/9 9/10 10/11 11/12 12/13 13/14 14/15 15/16 16/17 17/18 18/19 19/20 20/21 21/22 22/23 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 31/32 32/33 33/34
X ft 0 10 20 30 40 50 60 70 80
SPAN 1, L = 80 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
Exeltech, Inc Engineer: Yakov Polyakov
I ft^4
X ft 50 50 50 50 50 50 50 50
0 12.5 25 37.5 50 62.5 75 87.5 100
SPAN 2, L = 100 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
S100
SPAN 3, L I ft^4 50 50 50 50 50 50 50 50
X ft 0 10 20 30 40 50 60 70 80
Page 40 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:20 10/11/2009
34/35 35/36 36/37 37/38 38/39 39/40 40/41 41/42 42/43 43/44 44/45 45/46 46/47 47/48 48/49 49/50 50/51 51/52 52/53 53/54 54/55 55/56 56/57 57/58 58/59 59/60 60/61 61/62 62/63 63/64 64/65 65/66 66/67 67/68 68/69 69/70 70/71 71/72 72/73 73/74 74/75 75/76 76/77 77/78 78/79 79/80
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 41 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:21 10/11/2009
80/81 81/82 82/83 83/84 84/85 85/86 86/87 87/88 88/89 89/90 90/91 91/92 92/93 93/94 94/95 95/96 96/97 97/98 98/99 99/100
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 42 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:21 10/11/2009
Page 43 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:22 10/11/2009
Page 44 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:23 10/11/2009
Page 45 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:23 10/11/2009
Page 46 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:24 10/11/2009
Page 47 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:24 10/11/2009
Page 48 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:25 10/11/2009
…………………………………………
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 49 of 59
Testing Frame Spreadsheet
es
10:41:25 10/11/2009
S200 Y
al
f span span
Three Span Bridge
S100
X
SPAN 3, L = 80 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
I ft^4
Exeltech, Inc Engineer: Yakov Polyakov
50 50 50 50 50 50 50 50
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 50 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:26 10/11/2009
Page 51 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:26 10/11/2009
Page 52 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:27 10/11/2009
Page 53 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:27 10/11/2009
Page 54 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:28 10/11/2009
Page 55 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:28 10/11/2009
Page 56 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:29 10/11/2009
Page 57 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:29 10/11/2009
Page 58 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:30 10/11/2009
Page 59 of 59
Three Span Bridge
10:40:51 10/11/2009
LIVE LOAD ENVELOPES Load Case
Member
Exeltech, Inc Engineer: Yakov Polyakov
Joint
Vy_Max
Mz_when _Vy_Max
Vy_Min
Mz_when _Vy_Min
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Results
Mz_Max
Vy_when_M z_Max
Mz_Min
Vy_when_ Mz_Min
Page 1 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:51 10/11/2009
LIVE LOAD REACTIONS ENVELOPES Load Case
Joint
Exeltech, Inc Engineer: Yakov Polyakov
Vy_Max
Mz_when _Vy_Max
Vy_Min
Mz_when _Vy_Min
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Reactions
Mz_Max
Vy_when_ Mz_Max
Page 2 of 59
Testing Frame Spreadsheet
Mz_Min
Three Span Bridge
10:40:51 10/11/2009
Vy_when_ Mz_Min
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Reactions
Page 3 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:52 10/11/2009
Live Load Combination
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Envelopes
Page 4 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ LL_Envelopes
10:40:52 10/11/2009
Page 5 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:52 10/11/2009
JOINT DISPLACEMENTS Load Case DL DL DL DL
Joint S102 S106 S202 S206
Exeltech, Inc Engineer: Yakov Polyakov
DispX 0.0000 0.0000 0.0000 0.0000
DispY -0.0015 -0.0006 -0.0028 -0.0043
RotZ -0.0001 0.0001 -0.0002 0.0001
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticDispl
Page 6 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:53 10/11/2009
MEMBER FORCES Load Case DL DL DL DL
Member SM102 SM103 SM106 SM107
Exeltech, Inc Engineer: Yakov Polyakov
Joint S101 S103 S105 S107
Px
Vy 0.0 0.0 0.0 0.0
4.1 4.1 -10.9 -10.9
Mz 40.9 122.8 54.7 -163.4
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticForces
Page 7 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:40:53 10/11/2009
REACTION FORCES Load Case DL DL DL DL
Joint C200 C300 S100 S400
Exeltech, Inc Engineer: Yakov Polyakov
Px
Vy 1.2 -1.2 0.0 0.0
Mz 25.9 25.9 4.1 4.1
-16 16 0 0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticReactions
Page 8 of 59
STATIC LOAD COMBINATIONS FACTORS STATIC LOAD COMBINATIONS Basic Load Cases
Comb1
DL SIDL SELF-WT
1 1 1
STANDARD HIGHWAY LIVE LOADS Standard Load Request HS20 HS25 (AASHTO) HL93 (AASHTO LRFD) FATIGUE TRUCK
Impact 1.3 1.3 1.33 1.3
Comments Truck Impact = Lane Impact Truck Impact = Lane Impact Input Truck Impact, Lane Impact = 1.0 Input Truck Impact
LIVE LOAD COMBINATIONS FACTORS TRUCK/LANE COMBINATIONS Include in LLMAX Basic Trucks LaneLoad HS20Truck Rider HL93Truck
Y
Y
HS20T
HS20L 0.8
1.25 1.25
Testing Frame Spreadsheet
Three Span Bridge
10:40:57 10/11/2009
Request Loads to Output
Request Members and Joints to Output Go to Load Request
Go to Member/Joint Request
HS20T HS20L LLMAX
Exeltech, Inc Engineer: Yakov Polyakov
Load DL SELF-WT SIDL
Static Load Comb's Load Combination Comb1
Mark Unmark
Member Forces Request
Px Px Vy Mz DispX DispY RotZ
Member
Associated Forces to display
Live Load Force Envelopes Request
Vy
Mz
y y
y y
DispX
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Request
DispY
RotZ
SM101 SM101 SM102 SM102 SM103 SM103 SM104 SM104 SM105 SM105 SM106 SM106 SM107 SM107 SM108 SM108 SM201 SM201 SM202 SM202 SM203 SM203 SM204 SM204 SM205 SM205 SM206 SM206 SM207 SM207 SM208 SM208 SM209 SM209 SM301 SM301 SM302 SM302 SM303 SM303 SM304 SM304 SM305 SM305 SM306 SM306 SM307 SM307 SM308 SM308 CM201 CM201 CM202 CM202 CM203 CM203 CM204 CM204 CM301 CM301 CM302 CM302 CM303 CM303 CM304 CM304
Joint S100 S101 S101 S102 S102 S103 S103 S104 S104 S105 S105 S106 S106 S107 S107 S200 S200 S201 S201 S202 S202 S203 S203 S204 S204 S205 S205 S206 S206 S207 S207 S208 S208 S300 S300 S301 S301 S302 S302 S303 S303 S304 S304 S305 S305 S306 S306 S307 S307 S400 C200 C201 C201 C202 C202 C203 C203 S200 C300 C301 C301 C302 C302 C303 C303 S300
All Joints
●
request
Static Loads
●
request
●
All Members
Mark Unmark
Max/Min Forces
Load Combination
request
Moving Load Comb's
All Static Loads
request
●
Mark Unmark
request
All Moving Loads
Mark Unmark Joint Displacements Request Joint
S100 S101 S102 S103 S104 S105 S106 S107 S200 S201 S202 S203 S204 S205 S206 S207 S208 S300 S301 S302 S303 S304 S305 S306 S307 S400 C200 C201 C202 C203 C300 C301 C302 C303
X 0.000 10.000 20.000 30.000 40.000 50.000 60.000 70.000 80.000 91.000 102.000 113.000 124.333 135.667 147.000 158.000 169.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 250.000 260.000 80.000 80.000 80.000 80.000 180.000 180.000 180.000 180.000
Y
Support
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -40.000 -30.000 -20.000 -10.000 -40.000 -30.000 -20.000 -10.000
TRUE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE FALSE TRUE TRUE FALSE FALSE FALSE TRUE FALSE FALSE FALSE
Page 15 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:02 10/11/2009
BASIC TRUCKS Moving Step:
Limit Load Path
2.0 ft Left 0.00 ft
BASIC TRUCKS DESCRIPTION HS20Truck Rider Use 2 Trucks No Use 2 Trucks Truck Dist. 6 Truck Dist. Ignore Axles N Ignore Axles Axle Axle Axle Force Spacing Force Kip feet Kip 32 26 32 14 8 14
Exeltech, Inc Engineer: Yakov Polyakov
Select Forces/ Displacements to compute max/min envelopes
Right 0.00 ft
M(-) 1 N Axle Spacing feet
HL93Truck Use 2 Trucks Truck Dist. Ignore Axles Axle Force Kip 32 32 8
M(-) & R 50 Y Axle Spacing feet
Use 2 Trucks Truck Dist. Ignore Axles Axle Force Kip
14 14
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ MovingLoads
M(-) Use 2 Trucks 1 Truck Dist. N Ignore Axles Axle Axle Spacing Force feet Kip 32 32 8
No
Use 2 Trucks No Truck Dist. Y Ignore Axles N Axle Axle Axle Spacing Force Spacing feet Kip feet 30 14
Page 16 of 59
Bending Moment(Mz) Diagrams 1500 1000
Kip-Ft
500 0
Column AD Column AE
-500 -1000 -1500 0
50
100
150
Length along the bridge in Feet
200
250
Column AD Column AE
250
Testing Frame Spreadsheet
Three Span Bridge
10:41:03 10/11/2009
Bending Moment(Mz) Influence Line Member R-C200, Joint C200 12.000 10.000
Kip-Ft
8.000 6.000 4.000 2.000 0.000 0
10
20
30
40
50
60
70
80
Length along the bridge in Feet Station 0.00 0.00 0.91 1.82 1.82 2.73 3.64 3.64 4.55 5.45 5.46 6.36 7.27 7.27 8.18 9.09 9.09 10.00 10.91 10.91 11.82 12.73 12.73 13.64 14.55 14.55 15.45 16.36 16.36 17.27 18.18 18.18 19.09 20.00 20.00 20.85 21.70 21.70 22.55 23.40 23.40 24.25 25.10 25.10 25.95 26.80 26.80 27.65 28.50 28.50 29.35 30.20 30.20 31.05 31.90 31.90 32.75 33.60 33.60 34.45 35.30 35.30 36.15 37.00 37.00 38.08 39.15 39.15 40.23 41.30 41.30 42.38 43.45 43.45 44.53 45.60 45.60 46.67
Px 0.0049 0.0049 -0.0436 -0.0874 -0.0874 -0.1266 -0.1615 -0.1615 -0.1921 -0.2187 -0.2187 -0.2415 -0.2606 -0.2606 -0.2762 -0.2885 -0.2885 -0.2977 -0.3039 -0.3039 -0.3073 -0.3081 -0.3081 -0.3065 -0.3027 -0.3027 -0.2968 -0.2890 -0.2890 -0.2796 -0.2685 -0.2685 -0.2562 -0.2426 -0.2426 -0.2291 -0.2148 -0.2148 -0.1999 -0.1847 -0.1847 -0.1691 -0.1534 -0.1534 -0.1376 -0.1221 -0.1221 -0.1068 -0.0920 -0.0920 -0.0777 -0.0642 -0.0642 -0.0516 -0.0400 -0.0400 -0.0296 -0.0204 -0.0204 -0.0128 -0.0067 -0.0067 -0.0024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Exeltech, Inc Engineer: Yakov Polyakov
Vy 0.0041 0.0041 0.0116 0.0220 0.0220 0.0349 0.0504 0.0504 0.0682 0.0883 0.0883 0.1103 0.1343 0.1343 0.1600 0.1873 0.1873 0.2160 0.2460 0.2460 0.2772 0.3094 0.3094 0.3423 0.3760 0.3760 0.4103 0.4449 0.4449 0.4797 0.5146 0.5146 0.5495 0.5841 0.5841 0.6162 0.6478 0.6478 0.6788 0.7092 0.7092 0.7387 0.7673 0.7673 0.7949 0.8212 0.8212 0.8462 0.8698 0.8698 0.8919 0.9123 0.9123 0.9308 0.9475 0.9475 0.9621 0.9745 0.9745 0.9846 0.9923 0.9923 0.9975 1.0000 1.0000 0.9750 0.9500 0.9500 0.9250 0.9000 0.9000 0.8750 0.8500 0.8500 0.8250 0.8000 0.8000 0.7750
Mz -0.2735 -0.2735 1.5672 3.1861 3.1861 4.5933 5.7989 5.7989 6.8133 7.6459 7.6459 8.3064 8.8054 8.8054 9.1528 9.3587 9.3587 9.4331 9.3861 9.3861 9.2276 8.9678 8.9678 8.6165 8.1839 8.1839 7.6797 7.1142 7.1142 6.4976 5.8398 5.8398 5.1508 4.4407 4.4407 3.7663 3.0903 3.0903 2.4210 1.7666 1.7666 1.1352 0.5350 0.5350 -0.0258 -0.5390 -0.5390 -0.9963 -1.3896 -1.3896 -1.7107 -1.9513 -1.9513 -2.1034 -2.1586 -2.1586 -2.1089 -1.9459 -1.9459 -1.6615 -1.2475 -1.2475 -0.6957 0.0020 0.0020 0.0020 0.0019 0.0019 0.0019 0.0018 0.0018 0.0018 0.0017 0.0017 0.0017 0.0016 0.0016 0.0016
DispX 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
DispY 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
RotZ 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
INFLUENCE LINE REQUESTST Choose Member
Choose Joint
Choose Force
Max Value Min Value Max Area Min Area Total Area
= = = = =
9.4331 [force -2.1586 [force 152.21 [force -15.76 [force 136.45 [force
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ InfluenceLines
units] units] units]*ft units]*ft units]*ft
Page 19 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:04 10/11/2009
STATIC LOADS INPUT INDEPENDENT LOAD CASES Load Case Name (8 letters) DL SIDL
Description Dead Load Superimposed
STATIC LOADS Load Case Name DL
Span/ Column Span
Exeltech, Inc Engineer: Yakov Polyakov
Span/Col. No. 1
Force/ Moment Force Y
Force Type Uniform Full
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
Val 1 Kip, ft
Val 2 Kip, ft -1
Page 20 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:04 10/11/2009
Page 21 of 59
Testing Frame Spreadsheet
✘
Three Span Bridge
10:41:05 10/11/2009
Selfweight Loading
Material Density, Kip/ft^3 Beams Columns
L1 ft
0.16 0.15
L2 ft
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
Page 22 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:05 10/11/2009
Page 23 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:06 10/11/2009
Page 24 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ StaticLoads
10:41:06 10/11/2009
Page 25 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:07 10/11/2009
Model Geometry
80.0
Exeltech, Inc Engineer: Yakov Polyakov
100.0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ ViewBridge
80.0
Page 26 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ DL_Diagrams
10:41:07 10/11/2009
Page 27 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:09 10/11/2009
BRIDGE FRAME STATIC ANALYSIS Test Three Span Bridge
Project: Problem Title: Description: Engineer:
Static and Live Load Analysis YP
Bridge2d Copyright © 2000 www.yakpol.net
Number of Modulus Elasticity, ksi Spans Spans Columns
3
4030
4030
SUPERSTRUCTURE DESCRIPTION Parameters Units Length ft Moment Inertia ft^4 Section Area ft^2 No. Hinges Hinge 1 Location ft Hinge 2 Location ft Number of Sections in Span
SPAN 1 SPAN 2 SPAN 3 80 100 80 50 50 50 20 20 20 0 0 0 5 0 0 8
8
8
PIER 2 PIER 3 Column Column Fixed Fixed Fixed Fixed 210 210 100 100 100 100 100 100 0 0 0 0 40 40 0 0 0 0 12.56 12.56 12.56 12.56
PIER 4 Roller Fixed Hinge 210 100 100 100 0 0 40 0 0 12.56 12.56
SUBSTRUCTURE DESCRIPTION Parameters Support Type Column Support Column Top Release Vertical Spring Horizontal Spring Rotational Spring Cross Coupling Term Support Width Left Support Width Right Column Length Footing Height Column Offset at Top Moment Inertia Area
Units
kip/ft kip/ft kip*ft/rad kip ft ft ft ft ft ft^4 ft^2
Exeltech, Inc Engineer: Yakov Polyakov
PIER 1 Roller Springs Fixed 1000 10000 10 52 0 0 15 0 0 0.67 2
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
Page 28 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:12 10/11/2009
Page 29 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:15 10/11/2009
Page 30 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ Geometry
10:41:17 10/11/2009
Page 31 of 59
COLUMN SECTIONS Column Local Coordinates: Sections Flag ●
Auto Manual
Joint/ Member 0/1 1/2 2/3 3/4 4/5 5/6 6/7 7/8 8/9 9/10 10/11 11/12 12/13 13/14 14/15 15/16 16/17 17/18 18/19 19/20 20/21 21/22 22/23 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 31/32 32/33 33/34 34/35
X ft
PIER 1, Type: Roller Y A I ft ft^2 ft^4
Sections order from bottom to top of Column. X - Horizontal, Y - Vertical X = 0 at top of column (Last Joint) Y = 0 at bottom of column (Joint '0')
X ft
PIER 2, Type: Column Y A I ft ft^2 ft^4
35/36 36/37 37/38 38/39 39/40 40/41 41/42 42/43 43/44 44/45 45/46 46/47 47/48 48/49 49/50
:
S200
o top of Column.
oint) int '0')
Y X C200
X ft
PIER 3, Type: Column Y A I ft ft^2 ft^4
X ft
PIER 4, Type: Roller Y A I ft ft^2 ft^4
Testing Frame Spreadsheet
Three Span Bridge
10:41:20 10/11/2009
SPAN SECTIONS Span Local Coordinates X - Horizontal, Y - Vertical local Y = global Y X = 0 in the beginning of span X = Lspan at the end of span
Sections Flag ● Auto Manual
Joint/ Member 0/1 1/2 2/3 3/4 4/5 5/6 6/7 7/8 8/9 9/10 10/11 11/12 12/13 13/14 14/15 15/16 16/17 17/18 18/19 19/20 20/21 21/22 22/23 23/24 24/25 25/26 26/27 27/28 28/29 29/30 30/31 31/32 32/33 33/34
X ft 0 10 20 30 40 50 60 70 80
SPAN 1, L = 80 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
Exeltech, Inc Engineer: Yakov Polyakov
I ft^4
X ft 50 50 50 50 50 50 50 50
0 12.5 25 37.5 50 62.5 75 87.5 100
SPAN 2, L = 100 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
S100
SPAN 3, L I ft^4 50 50 50 50 50 50 50 50
X ft 0 10 20 30 40 50 60 70 80
Page 40 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:20 10/11/2009
34/35 35/36 36/37 37/38 38/39 39/40 40/41 41/42 42/43 43/44 44/45 45/46 46/47 47/48 48/49 49/50 50/51 51/52 52/53 53/54 54/55 55/56 56/57 57/58 58/59 59/60 60/61 61/62 62/63 63/64 64/65 65/66 66/67 67/68 68/69 69/70 70/71 71/72 72/73 73/74 74/75 75/76 76/77 77/78 78/79 79/80
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 41 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:21 10/11/2009
80/81 81/82 82/83 83/84 84/85 85/86 86/87 87/88 88/89 89/90 90/91 91/92 92/93 93/94 94/95 95/96 96/97 97/98 98/99 99/100
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 42 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:21 10/11/2009
Page 43 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:22 10/11/2009
Page 44 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:23 10/11/2009
Page 45 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:23 10/11/2009
Page 46 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:24 10/11/2009
Page 47 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:24 10/11/2009
Page 48 of 59
Testing Frame Spreadsheet
Three Span Bridge
10:41:25 10/11/2009
…………………………………………
Exeltech, Inc Engineer: Yakov Polyakov
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 49 of 59
Testing Frame Spreadsheet
es
10:41:25 10/11/2009
S200 Y
al
f span span
Three Span Bridge
S100
X
SPAN 3, L = 80 ft Y A ft ft^2 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0
I ft^4
Exeltech, Inc Engineer: Yakov Polyakov
50 50 50 50 50 50 50 50
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
Page 50 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:26 10/11/2009
Page 51 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:26 10/11/2009
Page 52 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:27 10/11/2009
Page 53 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:27 10/11/2009
Page 54 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:28 10/11/2009
Page 55 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:28 10/11/2009
Page 56 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:29 10/11/2009
Page 57 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:29 10/11/2009
Page 58 of 59
Testing Frame Spreadsheet
Exeltech, Inc Engineer: Yakov Polyakov
Three Span Bridge
GTSTRUDL File: gb3LL Worksheet: 23237568.xls \ SpanSections
10:41:30 10/11/2009
Page 59 of 59
