Wind Cal Pitched Roof_3d Output
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STAAD SPACE START JOB INFORMATION ENGINEER DATE 06-02-2019 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 50 6 50 10 1000 2 0 0; 4 25 12.5 0; 5 0 10 0; 25 1.5 0; 9 0 0 130 ; 8 10 50 0 130 ; 11 25 10 13 50 130 ; 14 25 0 130 ; 15 25 1.5 130 MEMBER INCIDENCES 1 5 1; 4 6 2; 5 5 4; 6 6 4; 7 7 8; 8 12 9; 9 13 10; 10 12 11; 11 13 11; 12 14 15; DEFINE MATERIAL START ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 4 8 9 TAPERED 0.8 0.006 0.4 0.24 0.01 0.24 0.01 5 6 10 11 TAPERED 0.6 0.006 0.45 0.22 0.006 0.22 0.006 CONSTANTS MATERIAL STEEL MEMB 1 4 TO 6 8 TO 11 SUPPORTS 1 2 7 9 10 14 PINNED DEFINE 1893 LOAD ZONE 0.16 RF 4 I 1 SS 2 ST 2 DM 0.02 SELFWEIGHT 1 MEMBER WEIGHT 0.495 5 6 10 11 UNI 5 6 10 11 UNI 0.705 *************************************************************************** LOAD 1 LOADTYPE Seismic TITLE EQ_X 1893 LOAD X 1 PERFORM ANALYSIS CHANGE LOAD 2 LOADTYPE Seismic TITLE EQ_-X 1893 LOAD X -1 PERFORM ANALYSIS CHANGE LOAD 3 LOADTYPE Seismic TITLE EQ_Z 1893 LOAD Z 1 PERFORM ANALYSIS
CHANGE LOAD 4 LOADTYPE Seismic TITLE EQ_-Z 1893 LOAD Z -1 PERFORM ANALYSIS CHANGE ***************************************************************************** LOAD 5 LOADTYPE Dead TITLE DL MEMBER LOAD 5 6 10 11 UNI GY -0.495 LOAD 6 LOADTYPE Dead TITLE COL MEMBER LOAD 5 6 10 11 UNI GY -0.001 LOAD 7 LOADTYPE Live TITLE LL MEMBER LOAD 5 6 10 11 UNI GY -2.82 ****************************************************************** LOAD 8 LOADTYPE Wind TITLE WLP-WL1 MEMBER LOAD 1.98 1 8 UNGX 5 10 UY 4.52 2.38 6 11 UY 4 9 UNGX -1.78 7 UNI GZ -5.86 12 UNIGZ 5.86 **************************************************************** LOAD 9 LOADTYPE Wind TITLE WLS-WL2 MEMBER LOAD 3.56 1 8 UN GX 5 10 U Y 2.94 Y 6 11 U 0.79 -0.20 4 9 UN GX 7 UNI GZ -2.93 12 UNI GZ -2.93 ******************************************************************* LOAD 10 LOADTYPE Wind TITLE WRP-WL3 MEMBER LOAD 1.78 1 8 UNI GX 2.38 5 10 UNI Y 4.52 6 11 UNI Y -1.98 4 9 UNI GX 5.86 7 UNI GZ -5.86 12 UNI GZ ********************************************************************** LOAD 11 LOADTYPE Wind TITLE WRS-WL4 MEMBER LOAD 1 8 UNI GX -0.20 5 10 UNI Y 0.79 6 11 UNI Y 2.94
4 9 UNI GX -3.56 7 UNI GZ 2.93 12 UNI GZ -2.93 ************************************************************************** LOAD 12 LOADTYPE Wind TITLE WPP-WL5 MEMBER LOAD -2.77 1 8 UNI GX 3.96 5 10 UNI Y -3.96 6 11 UNI Y 4 9 UNI GX 2.77 7 UNI GZ 3.66 12 UNI GZ 2.20 **************************************************************************** LOAD 13 LOADTYPE Wind TITLE WPS-WL6 MEMBER LOAD 1 8 UNI GX 1.19 5 10 UNI Y 2.38 6 11 UNI Y 2.38 4 9 UNI GX 1.19 7 UNI GZ 6.60 12 UNI GZ 0.73 ************************************************************************** * STRENGTH COMBINATION LOAD COMB 101 DL+LL+COL 5 1.0 7 1.0 6 1.0 LOAD COMB 102 DL+LL+COL 5 1.0 7 1.0 6 1.0 LOAD COMB 103 0.75DL+0.75LL+0.75WL1 5 0.75 7 0.75 8 0.75 LOAD COMB 104 0.75DL+0.75LL+0.75WL2 5 0.75 7 0.75 9 0.75 LOAD COMB 105 0.75DL+0.75LL+0.75WL3 5 0.75 7 0.75 10 0.75 LOAD COMB 106 0.75DL+0.75LL+0.75WL4 5 0.75 7 0.75 11 0.75 LOAD COMB 107 0.75DL+0.75LL+0.75WL5 5 0.75 7 0.75 12 0.75 LOAD COMB 108 0.75DL+0.75LL+0.75WL6 5 0.75 7 0.75 13 0.75 LOAD COMB 109 0.75DL+0.75LL+0.75WL1 5 0.75 7 0.75 8 0.75 LOAD COMB 110 0.75DL+0.75LL+0.75WL2 5 0.75 7 0.75 9 0.75 LOAD COMB 111 0.75DL+0.75LL+0.75WL3 5 0.75 7 0.75 10 0.75 LOAD COMB 112 0.75DL+0.75LL+0.75WL4 5 0.75 7 0.75 11 0.75 LOAD COMB 113 0.75DL+0.75LL+0.75WL5
5 0.75 7 0.75 12 0.75 6 0.75 LOAD COMB 114 0.75DL+0.75LL+0.75WL6 5 0.75 7 0.75 13 0.75 6 0.75 LOAD COMB 115 0.75DL+0.75WL1 5 0.75 8 0.75 LOAD COMB 116 0.75DL+0.75WL2 5 0.75 9 0.75 LOAD COMB 117 0.75DL+0.75WL3 5 0.75 10 0.75 LOAD COMB 118 0.75DL+0.75WL4 5 0.75 11 0.75 LOAD COMB 119 0.75DL+0.75WL5 5 0.75 12 0.75 LOAD COMB 120 0.75DL+0.75WL6 5 0.75 13 0.75 LOAD COMB 121 0.9DL+0.9LL+0.9COL 5 0.9 7 0.9 6 0.9 LOAD COMB 122 0.9DL+0.9LL+0.9COL 5 0.9 7 0.9 6 0.9 LOAD COMB 123 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 124 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 125 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 126 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 127 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 128 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 129 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 130 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 131 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 132 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 133 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 134 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 135 0.75DL+0.75LL+1EQX+0.75COL 5 0.75 7 0.75 1 1.0 6 0.75 LOAD COMB 136 0.75DL+0.75LL+1EQ-X+0.75COL 5 0.75 7 0.75 2 1.0 6 0.75 LOAD COMB 137 0.75DL+0.75LL+1EQZ+0.75COL
5 0.75 7 0.75 3 1.0 6 0.75 LOAD COMB 138 0.75DL+0.75LL+1EQ-Z+0.75COL 5 0.75 7 0.75 4 1.0 6 0.75 LOAD COMB 139 0.75DL+0.75LL+1EQX+0.75COL 5 0.75 7 0.75 1 1.0 6 0.75 LOAD COMB 140 0.75DL+0.75LL+1EQ-X+0.75COL 5 0.75 7 0.75 2 1.0 6 0.75 LOAD COMB 141 0.75DL+0.75LL+1EQZ+0.75COL 5 0.75 7 0.75 3 1.0 6 0.75 LOAD COMB 142 0.75DL+0.75LL+1EQ-Z+0.75COL 5 0.75 7 0.75 4 1.0 6 0.75 **************************************************************************** * SERVICEABILITY COMBINATION LOAD COMB 201 DL+LL+COL+TEMP+VE 5 1.0 7 1.0 6 1.0 LOAD COMB 202 DL+LL+COL+TEMP-VE 5 1.0 7 1.0 6 1.0 LOAD COMB 203 1DL+1LL+1WL1+1TEMP+VE 5 1.0 7 1.0 8 1.0 LOAD COMB 204 1DL+1LL+1WL2+1TEMP+VE 5 1.0 7 1.0 9 1.0 LOAD COMB 205 1DL+1LL+1WL3+1TEMP+VE 5 1.0 7 1.0 10 1.0 LOAD COMB 206 1DL+1LL+1WL4+1TEMP+VE 5 1.0 7 1.0 11 1.0 LOAD COMB 207 1DL+1LL+1WL5+1TEMP+VE 5 1.0 7 1.0 12 1.0 LOAD COMB 208 1DL+1LL+1WL6+1TEMP+VE 5 1.0 7 1.0 13 1.0 LOAD COMB 209 1DL+1LL+1WL1+1TEMP-VE 5 1.0 7 1.0 8 1.0 LOAD COMB 210 1DL+1LL+1WL2++1TEMP-VE 5 1.0 7 1.0 9 1.0 LOAD COMB 211 1DL+1LL+1WL3+1TEMP-VE 5 1.0 7 1.0 10 1.0 LOAD COMB 212 1DL+1LL+1WL4+1TEMP-VE 5 1.0 7 1.0 11 1.0 LOAD COMB 213 1DL+1LL+1WL5+1TEMP-VE 5 1.0 7 1.0 12 1.0 LOAD COMB 214 1DL+1LL+1WL6+1TEMP-VE 5 1.0 7 1.0 13 1.0 LOAD COMB 215 1DL+1WL1 5 1.0 8 1.0 LOAD COMB 216 1DL+1WL2 5 1.0 9 1.0 LOAD COMB 217 1DL+1WL3 5 1.0 10 1.0 LOAD COMB 218 1DL+1WL4
5 1.0 11 1.0 LOAD COMB 219 1DL+1WL5 5 1.0 12 1.0 LOAD COMB 220 1DL+1WL6 5 1.0 13 1.0 LOAD COMB 221 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 222 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 223 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 224 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 225 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 226 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 227 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 228 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 229 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 230 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 231 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 232 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 233 1DL+1EQX+1COL 5 1.0 7 1.0 1 1.0 6 1.0 LOAD COMB 234 1DL+1EQ-X+1COL 5 1.0 7 1.0 2 1.0 6 1.0 LOAD COMB 235 1DL+1EQZ+1COL 5 1.0 7 1.0 3 1.0 6 1.0 LOAD COMB 236 1DL+1EQ-Z+1COL 5 1.0 7 1.0 4 1.0 6 1.0 LOAD COMB 237 1DL+1EQX+1COL 5 1.0 7 1.0 1 1.0 6 1.0 LOAD COMB 238 1DL+1EQ-X+1COL 5 1.0 7 1.0 2 1.0 6 1.0 LOAD COMB 239 1DL+1EQZ+1COL 5 1.0 7 1.0 3 1.0 6 1.0 LOAD COMB 240 1DL+1EQ-Z+1COL 5 1.0 7 1.0 4 1.0 6 1.0 ******************************************************************************* PERFORM ANALYSIS LOAD LIST 101 TO 142
DEFINE ENVELOPE 101 TO 142 ENVELOPE 1 TYPE STRENGTH 201 TO 240 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE PERFORM ANALYSIS ***************************************************************************** PARAMETER 1 CODE AISC BEAM 1 ALL FYLD 345000 ALL STP 2 ALL *RAFTER LX 3 MEMB 5 6 10 11 LY 3 MEMB 5 6 10 11 LZ 25 MEMB 5 6 10 11 UNB 3 MEMB 5 6 10 11 UNT 3 MEMB 5 6 10 11 *COLUMN LX 3 MEMB 1 4 8 9 LY 3 MEMB 1 4 8 9 12 MEMB 1 4 8 9 LZ UNB 3 MEMB 1 4 8 9 UNT 3 MEMB 1 4 8 9 *GABLE END COLUMN LX 3 MEMB 7 12 LY 3 MEMB 7 12 KZ 1.2 MEMB 7 12 UNB 3 MEMB 7 12 UNT 3 MEMB 7 12 CHECK CODE ALL STEEL TAKE OFF ALL FINISH
0; ### 7 0 0; 12.5 130 ; 12 0 10 130 ; ;
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dead load kn/m 0.495
Building Building Wind Height Ratio Plan Ratio angle
Cpe for surface A
1
1
B
C
D
0 90
0.7 -0.2 -0.5 -0.5 -0.5 -0.5 0.7 -0.2
0 90
0.7 -0.25 -0.6 -0.6 -0.5 -0.5 0.7 -0.1
0 90 0 90
live load kn/m
2.82
apex height
12.5
h w l wind pressure portal spacing gable spacing h/w l/w
10 50 130 0.8 4.95 9.16 0.200 2.60
cpi
0.2
angel 0 90
A 0.7 -0.5
cpnet 0 for +cpi 90 for +cpi 0 for-cpi 90 for -cpi
A 0.5 -0.7 0.9 -0.3
wind pressure 0 for +cpi 90 for +cpi 0 for-cpi 90 for -cpi
A 1.98 -2.77 3.56 -1.19
0.7 -0.2 -0.5 -0.5 -0.5 -0.5 0.7 -0.2 0.7 -0.25 -0.6 -0.6 -0.5 -0.5 0.7 -0.1 ,
1
0 90
0.7 -0.25 -0.8 -0.8 -0.8 -0.8 -0.8 -0.25
0 90
0.7 -0.4 -0.7 -0.7 -0.5 -0.5 0.8 -0.1
As per staad direction sign of wind pressure at side A reamin
As per staad direction sign of wind pressure at side B chan
crane details GT 11 bracket len
0.6
Y MAX YMIN FX w-BL csw
-100 -45 12.5 49.4 -75
-0.2
B -0.25 -0.5
C -0.6 0.7
D -0.6 -0.1
B -0.45 -0.7 -0.05 -0.3
C -0.8 0.5 -0.4 0.9
D -0.8 -0.3 -0.4 0.1
B -1.78 -2.77 -0.20 -1.19
C -5.86 3.66 -2.93 6.60
D -5.86 -2.20 -2.93 0.73
d pressure at side A reamin as it is
wind pressure at side B changes
MIN
39 1 1 1 1
WIND SPEED K1 K2 K3 K4 39 PD
0.9126
PZ Kd Ka Kc
0.65050128 0.9 0.88 0.9
0.63882
M/S
KN/M2
h 10.00 w 50.00 l ### wind pressure 0.80 portal spacing 4.95 h/w l/w
0.20 2.60
cpi
0.20 -0.2
Building Ratio
Roof angle
h/w < 1/2
5 5.7 10
1/2 < h/w <3/2
3/2 < h/w < 6
wind angle wind angle 0 90 EF -0.90 -0.94 -1.20
GH -0.4 -0.40 -0.4
wind angle 0
EG FH -0.8 -0.4 -0.80 -0.43 -0.8 -0.6
5 5.7 10
-0.90 -0.6 -0.9 -0.6 -0.93 -0.60 -0.89 -0.60 -1.10 -0.6 -0.8 -0.6
5 5.7 10
-0.70 -0.6 -0.8 -0.8 -0.70 -0.60 -0.80 -0.80 -0.70 -0.6 -0.8 -0.8
EF -0.94
Cpnet for +cpi for -cpi wind pressure for +cpi for -cpi
GH -0.40
wind angle 0 EF -1.14 -0.74
GH -0.60 -0.20
wind angle 0 EF -4.52 -2.94
GH -2.38 -0.79
if value of pressure is positive in cal
wind angle 90 EG -0.80
FH -0.43
wind angle 90 EG -1.00 -0.60
FH -0.63 -0.23
wind angle 90 EG -3.96 -2.38
FH -2.49 -0.90
pressure is positive in calculation it should be negative in staad and vice versa
STAAD PLANE START JOB INFORMATION ENGINEER DATE 19-09-2018 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 50 0 0 ; 4 25.00 12.5 0 ; 5 #0## 0 ; 6 8 50 11 0; 9 0.6 ### 0 ; 10 49.4 11 0 ; MEMBER INCIDENCES 1 5 7; 4 6 8; 5 5 4; 6 6 4; 7 7 1; 8 8 2; 9 7 9; 10 8 10; DEFINE MATERIAL START ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 7 8 TAPERED 0.6 0.006 0.35 0.17 0.006 0.17 0.006 5 6 TAPERED 0.55 0.006 0.4 0.15 0.006 0.15 0.006 MEMBER PROPERTY AMERICAN 1 4 TAPERED 0.6 0.005 0.6 0.17 0.006 0.17 0.006 9 10 TAPERED 0.6 0.005 0.6 0.17 0.006 0.17 0.006 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 2 PINNED DEFINE 1893 LOAD ZONE 0.16 RF 4 I 1 SS 2 ST 2 DM 0.02 SELFWEIGHT 1 JOINT WEIGHT 9 10 WEIGHT 75 MEMBER WEIGHT 56 UNI 0.495 56 UNI 0.70538 LOAD 1 LOADTYPE Seismic TITLE EQX 1893 LOAD X 1 PERFORM ANALYSIS CHANGE LOAD 2 LOADTYPE Seismic TITLE EQ-X 1893 LOAD X -1 PERFORM ANALYSIS CHANGE LOAD 3 LOADTYPE Dead TITLE DL
50
SELFWEIGHT Y -1 MEMBER LOAD 56 UNI GY -0.495 LOAD 4 LOADTYPE Live REDUCIBLE TITLE LL MEMBER LOAD 56 UNI GY -2.8215 LOAD 5 LOADTYPE Wind TITLE WL1 +0.2 CPI ANGLE0 MEMBER LOAD 5 UNI Y 4.52 6 UNI Y 2.38 1 7 UNI Y 1.98 4 8 UNI Y 1.78 LOAD 6 LOADTYPE Wind TITLE WL2 +0.2 CPI ANGLE90 MEMBER LOAD 5 UNI Y 3.96 6 UNI Y 2.49 1 7 UNI Y -2.77 4 8 UNI Y 2.77 LOAD 7 LOADTYPE Wind TITLE WL3 -0.2 CPI ANGLE0 MEMBER LOAD 5 UNI Y 2.94 6 UNI Y 0.79 1 7 UNI Y 3.56 4 8 UNI Y 0.20 LOAD 8 LOADTYPE Wind TITLE WL4 -0.2 CPI ANGLE90 MEMBER LOAD 5 UNI Y 2.38 6 UNI Y 0.90 1 7 UNI Y -1.19 4 8 UNI Y 1.19 LOAD 9 LOADTYPE Dead TITLE CSW JOINT LOAD 9 10 FY -75 LOAD 10 LOADTYPE Crane Hook TITLE CLL JOINT LOAD 9 FX -12.5 FY -100 10 FX -12.5 FY -45 LOAD 11 LOADTYPE Crane Hook TITLE CLR JOINT LOAD 9 FX 12.5 FY -45 10 FX 12.5 FY -100 LOAD COMB 12 DL+LL+CSW 3 1.0 4 1.0 9 1.0 LOAD COMB 13 DL+LL+CSW+WL1 3 1.0 4 1.0 9 1.0 5 1.0 LOAD COMB 14 DL+LL+CSW+WL2 3 1.0 4 1.0 9 1.0 6 1.0 LOAD COMB 15 DL+LL+CSW+WL3
3 1.0 4 1.0 9 1.0 7 1.0 LOAD COMB 16 DL+LL+CSW+WL4 3 1.0 4 1.0 9 1.0 8 1.0 LOAD COMB 17 DL+CSW+0.7EQX 3 1.0 9 1.0 1 0.7 LOAD COMB 18 DL+CSW+0.7EQ-X 3 1.0 9 1.0 2 0.7 LOAD COMB 19 DL+0.75LL+0.75WL1+CSW 3 1.0 4 0.75 5 0.75 9 1.0 LOAD COMB 20 DL+0.75LL+0.75WL2+CSW 3 1.0 4 0.75 6 0.75 9 1.0 LOAD COMB 21 DL+0.75LL+0.75WL3+CSW 3 1.0 4 0.75 7 0.75 9 1.0 LOAD COMB 22 DL+0.75LL+0.75WL4+CSW 3 1.0 4 0.75 8 0.75 9 1.0 LOAD COMB 23 DL+0.75LL+0.75EQX+CSW 3 1.0 4 0.75 1 0.75 9 1.0 LOAD COMB 24 DL+0.75LL+0.75EQ-X+CSW 3 1.0 4 0.75 2 0.75 9 1.0 LOAD COMB 25 0.6DL+0.6CSW+WL1 3 0.6 9 0.6 5 1.0 LOAD COMB 26 0.6DL+0.6CSW+WL2 3 0.6 9 0.6 6 1.0 LOAD COMB 27 0.6DL+0.6CSW+WL3 3 0.6 9 0.6 7 1.0 LOAD COMB 28 0.6DL+0.6CSW+WL4 3 0.6 9 0.6 8 1.0 LOAD COMB 29 0.6DL+0.6CSW+0.7EQX 3 0.6 9 0.6 1 0.7 LOAD COMB 30 0.6DL+0.6CSW+0.7EQ-X 3 0.6 9 0.6 2 0.7 LOAD COMB 31 DL+LL+CLL 3 1.0 4 1.0 10 1.0 LOAD COMB 32 DL+LL+CLR 3 1.0 4 1.0 11 1.0 LOAD COMB 33 DL+EQX+CSW 3 1.0 1 1.0 9 1.0 LOAD COMB 34 DL+EQ-X+CSW 3 1.0 2 1.0 9 1.0 LOAD COMB 35 1DL+0.8LL+1CSW+0.8WL1 3 1.0 4 0.8 9 1.0 5 0.8 LOAD COMB 36 1DL+0.8LL+1CSW+0.8WL2 3 1.0 4 0.8 9 1.0 6 0.8 LOAD COMB 37 1DL+0.8LL+1CSW+0.8WL3 3 1.0 4 0.8 9 1.0 7 0.8 LOAD COMB 38 1DL+0.8LL+1CSW+0.8WL4 3 1.0 4 0.8 9 1.0 8 0.8 LOAD COMB 39 DL+EQX
3 1.0 1 1.0 LOAD COMB 40 DL+EQ-X 3 1.0 2 1.0 PERFORM ANALYSIS DEFINE ENVELOPE 12 TO 34 ENVELOPE 1 TYPE STRENGTH 12 35 TO 40 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE LOAD LIST 12 TO 38 PARAMETER 1 CODE AISC FYLD 345000 ALL STP 2 ALL CAN 1 MEMB 9 10 BEAM 1 ALL * Rafter LY 3 MEMB 5 6 LZ 50 MEMB 5 6 UNB 3 MEMB 5 6 UNT 3 MEMB 5 6 *column LY 3 MEMB 1 4 7 8 LZ 12 MEMB 1 4 7 8 UNB 3 MEMB 1 4 7 8 UNT 3 MEMB 1 4 7 8 CHECK CODE ALL STEEL TAKE OFF ALL FINISH
### 0 ; 7 #0## 0 ;
CPI
0.2 -0.2
1
Wind load Pressure (Trans. Left)
A H L B C D
2
Wind load Suction(Trans. Left)
A H L B C D
3
Wind load Pressure (Trans. Right)
A H L B C D
4
Wind load Suction (Trans. Right)
A H L B C D
5
WPP (Longi. + Z direction)
A H L B C D
6
Wind load Pressure (Longi. - Z direction)
A H L B C D
Cpe Design coefficient 0.7 0.5 -0.94 -1.14 -0.40 -0.60 -0.25 -0.45 -0.6 -0.8 -0.6 -0.8
bay spacing 4.95 4.95 4.95 4.95 9.16 9.16
pd 0.8 0.8 0.8 0.8 0.8 0.8
force 1.98 -4.52 -2.38 -1.78 -5.86 -5.86
0.7 -0.94 -0.40 -0.25 -0.6 -0.6
0.9 -0.74 -0.20 -0.05 -0.4 -0.4
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
3.56 -2.94 -0.79 -0.20 -2.93 -2.93
-0.25 -0.40 -0.94 0.7 -0.6 -0.6
-0.45 -0.60 -1.14 0.5 -0.8 -0.8
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-1.78 -2.38 -4.52 1.98 -5.86 -5.86
-0.25 -0.40 -0.94 0.7 -0.6 -0.6
-0.05 -0.20 -0.74 0.9 -0.4 -0.4
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-0.20 -0.79 -2.94 3.56 -2.93 -2.93
-0.5 -0.80 -0.80 -0.5 0.7 -0.1
-0.7 -1.00 -1.00 -0.7 0.5 -0.3
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-2.77 -3.96 -3.96 -2.77 3.66 -2.20
-0.5 -0.80 -0.80 -0.5 0.7 -0.1
-0.3 -0.60 -0.60 -0.3 0.90 0.1
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-1.19 -2.38 -2.38 -1.19 6.60 0.73
CHANGE LOAD 4 LOADTYPE Seismic TITLE EQ_-Z 1893 LOAD Z -1 PERFORM ANALYSIS CHANGE ***************************************************************************** LOAD 5 LOADTYPE Dead TITLE DL MEMBER LOAD 5 6 10 11 UNI GY -0.495 LOAD 6 LOADTYPE Dead TITLE COL MEMBER LOAD 5 6 10 11 UNI GY -0.001 LOAD 7 LOADTYPE Live TITLE LL MEMBER LOAD 5 6 10 11 UNI GY -2.82 ****************************************************************** LOAD 8 LOADTYPE Wind TITLE WLP-WL1 MEMBER LOAD 1.98 1 8 UNGX 5 10 UY 4.52 2.38 6 11 UY 4 9 UNGX -1.78 7 UNI GZ -5.86 12 UNIGZ 5.86 **************************************************************** LOAD 9 LOADTYPE Wind TITLE WLS-WL2 MEMBER LOAD 3.56 1 8 UN GX 5 10 U Y 2.94 Y 6 11 U 0.79 -0.20 4 9 UN GX 7 UNI GZ -2.93 12 UNI GZ -2.93 ******************************************************************* LOAD 10 LOADTYPE Wind TITLE WRP-WL3 MEMBER LOAD 1.78 1 8 UNI GX 2.38 5 10 UNI Y 4.52 6 11 UNI Y -1.98 4 9 UNI GX 5.86 7 UNI GZ -5.86 12 UNI GZ ********************************************************************** LOAD 11 LOADTYPE Wind TITLE WRS-WL4 MEMBER LOAD 1 8 UNI GX -0.20 5 10 UNI Y 0.79 6 11 UNI Y 2.94
4 9 UNI GX -3.56 7 UNI GZ 2.93 12 UNI GZ -2.93 ************************************************************************** LOAD 12 LOADTYPE Wind TITLE WPP-WL5 MEMBER LOAD -2.77 1 8 UNI GX 3.96 5 10 UNI Y -3.96 6 11 UNI Y 4 9 UNI GX 2.77 7 UNI GZ 3.66 12 UNI GZ 2.20 **************************************************************************** LOAD 13 LOADTYPE Wind TITLE WPS-WL6 MEMBER LOAD 1 8 UNI GX 1.19 5 10 UNI Y 2.38 6 11 UNI Y 2.38 4 9 UNI GX 1.19 7 UNI GZ 6.60 12 UNI GZ 0.73 ************************************************************************** * STRENGTH COMBINATION LOAD COMB 101 DL+LL+COL 5 1.0 7 1.0 6 1.0 LOAD COMB 102 DL+LL+COL 5 1.0 7 1.0 6 1.0 LOAD COMB 103 0.75DL+0.75LL+0.75WL1 5 0.75 7 0.75 8 0.75 LOAD COMB 104 0.75DL+0.75LL+0.75WL2 5 0.75 7 0.75 9 0.75 LOAD COMB 105 0.75DL+0.75LL+0.75WL3 5 0.75 7 0.75 10 0.75 LOAD COMB 106 0.75DL+0.75LL+0.75WL4 5 0.75 7 0.75 11 0.75 LOAD COMB 107 0.75DL+0.75LL+0.75WL5 5 0.75 7 0.75 12 0.75 LOAD COMB 108 0.75DL+0.75LL+0.75WL6 5 0.75 7 0.75 13 0.75 LOAD COMB 109 0.75DL+0.75LL+0.75WL1 5 0.75 7 0.75 8 0.75 LOAD COMB 110 0.75DL+0.75LL+0.75WL2 5 0.75 7 0.75 9 0.75 LOAD COMB 111 0.75DL+0.75LL+0.75WL3 5 0.75 7 0.75 10 0.75 LOAD COMB 112 0.75DL+0.75LL+0.75WL4 5 0.75 7 0.75 11 0.75 LOAD COMB 113 0.75DL+0.75LL+0.75WL5
5 0.75 7 0.75 12 0.75 6 0.75 LOAD COMB 114 0.75DL+0.75LL+0.75WL6 5 0.75 7 0.75 13 0.75 6 0.75 LOAD COMB 115 0.75DL+0.75WL1 5 0.75 8 0.75 LOAD COMB 116 0.75DL+0.75WL2 5 0.75 9 0.75 LOAD COMB 117 0.75DL+0.75WL3 5 0.75 10 0.75 LOAD COMB 118 0.75DL+0.75WL4 5 0.75 11 0.75 LOAD COMB 119 0.75DL+0.75WL5 5 0.75 12 0.75 LOAD COMB 120 0.75DL+0.75WL6 5 0.75 13 0.75 LOAD COMB 121 0.9DL+0.9LL+0.9COL 5 0.9 7 0.9 6 0.9 LOAD COMB 122 0.9DL+0.9LL+0.9COL 5 0.9 7 0.9 6 0.9 LOAD COMB 123 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 124 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 125 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 126 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 127 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 128 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 129 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 130 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 131 0.75DL+1EQX+0.75COL 5 0.75 1 1.0 6 0.75 LOAD COMB 132 0.75DL+1EQ-X+0.75COL 5 0.75 2 1.0 6 0.75 LOAD COMB 133 0.75DL+1EQZ+0.75COL 5 0.75 3 1.0 6 0.75 LOAD COMB 134 0.75DL+1EQ-Z+0.75COL 5 0.75 4 1.0 6 0.75 LOAD COMB 135 0.75DL+0.75LL+1EQX+0.75COL 5 0.75 7 0.75 1 1.0 6 0.75 LOAD COMB 136 0.75DL+0.75LL+1EQ-X+0.75COL 5 0.75 7 0.75 2 1.0 6 0.75 LOAD COMB 137 0.75DL+0.75LL+1EQZ+0.75COL
5 0.75 7 0.75 3 1.0 6 0.75 LOAD COMB 138 0.75DL+0.75LL+1EQ-Z+0.75COL 5 0.75 7 0.75 4 1.0 6 0.75 LOAD COMB 139 0.75DL+0.75LL+1EQX+0.75COL 5 0.75 7 0.75 1 1.0 6 0.75 LOAD COMB 140 0.75DL+0.75LL+1EQ-X+0.75COL 5 0.75 7 0.75 2 1.0 6 0.75 LOAD COMB 141 0.75DL+0.75LL+1EQZ+0.75COL 5 0.75 7 0.75 3 1.0 6 0.75 LOAD COMB 142 0.75DL+0.75LL+1EQ-Z+0.75COL 5 0.75 7 0.75 4 1.0 6 0.75 **************************************************************************** * SERVICEABILITY COMBINATION LOAD COMB 201 DL+LL+COL+TEMP+VE 5 1.0 7 1.0 6 1.0 LOAD COMB 202 DL+LL+COL+TEMP-VE 5 1.0 7 1.0 6 1.0 LOAD COMB 203 1DL+1LL+1WL1+1TEMP+VE 5 1.0 7 1.0 8 1.0 LOAD COMB 204 1DL+1LL+1WL2+1TEMP+VE 5 1.0 7 1.0 9 1.0 LOAD COMB 205 1DL+1LL+1WL3+1TEMP+VE 5 1.0 7 1.0 10 1.0 LOAD COMB 206 1DL+1LL+1WL4+1TEMP+VE 5 1.0 7 1.0 11 1.0 LOAD COMB 207 1DL+1LL+1WL5+1TEMP+VE 5 1.0 7 1.0 12 1.0 LOAD COMB 208 1DL+1LL+1WL6+1TEMP+VE 5 1.0 7 1.0 13 1.0 LOAD COMB 209 1DL+1LL+1WL1+1TEMP-VE 5 1.0 7 1.0 8 1.0 LOAD COMB 210 1DL+1LL+1WL2++1TEMP-VE 5 1.0 7 1.0 9 1.0 LOAD COMB 211 1DL+1LL+1WL3+1TEMP-VE 5 1.0 7 1.0 10 1.0 LOAD COMB 212 1DL+1LL+1WL4+1TEMP-VE 5 1.0 7 1.0 11 1.0 LOAD COMB 213 1DL+1LL+1WL5+1TEMP-VE 5 1.0 7 1.0 12 1.0 LOAD COMB 214 1DL+1LL+1WL6+1TEMP-VE 5 1.0 7 1.0 13 1.0 LOAD COMB 215 1DL+1WL1 5 1.0 8 1.0 LOAD COMB 216 1DL+1WL2 5 1.0 9 1.0 LOAD COMB 217 1DL+1WL3 5 1.0 10 1.0 LOAD COMB 218 1DL+1WL4
5 1.0 11 1.0 LOAD COMB 219 1DL+1WL5 5 1.0 12 1.0 LOAD COMB 220 1DL+1WL6 5 1.0 13 1.0 LOAD COMB 221 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 222 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 223 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 224 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 225 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 226 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 227 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 228 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 229 1DL+1EQX+1COL 5 1.0 1 1.0 6 1.0 LOAD COMB 230 1DL+1EQ-X+1COL 5 1.0 2 1.0 6 1.0 LOAD COMB 231 1DL+1EQZ+1COL 5 1.0 3 1.0 6 1.0 LOAD COMB 232 1DL+1EQ-Z+1COL 5 1.0 4 1.0 6 1.0 LOAD COMB 233 1DL+1EQX+1COL 5 1.0 7 1.0 1 1.0 6 1.0 LOAD COMB 234 1DL+1EQ-X+1COL 5 1.0 7 1.0 2 1.0 6 1.0 LOAD COMB 235 1DL+1EQZ+1COL 5 1.0 7 1.0 3 1.0 6 1.0 LOAD COMB 236 1DL+1EQ-Z+1COL 5 1.0 7 1.0 4 1.0 6 1.0 LOAD COMB 237 1DL+1EQX+1COL 5 1.0 7 1.0 1 1.0 6 1.0 LOAD COMB 238 1DL+1EQ-X+1COL 5 1.0 7 1.0 2 1.0 6 1.0 LOAD COMB 239 1DL+1EQZ+1COL 5 1.0 7 1.0 3 1.0 6 1.0 LOAD COMB 240 1DL+1EQ-Z+1COL 5 1.0 7 1.0 4 1.0 6 1.0 ******************************************************************************* PERFORM ANALYSIS LOAD LIST 101 TO 142
DEFINE ENVELOPE 101 TO 142 ENVELOPE 1 TYPE STRENGTH 201 TO 240 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE PERFORM ANALYSIS ***************************************************************************** PARAMETER 1 CODE AISC BEAM 1 ALL FYLD 345000 ALL STP 2 ALL *RAFTER LX 3 MEMB 5 6 10 11 LY 3 MEMB 5 6 10 11 LZ 25 MEMB 5 6 10 11 UNB 3 MEMB 5 6 10 11 UNT 3 MEMB 5 6 10 11 *COLUMN LX 3 MEMB 1 4 8 9 LY 3 MEMB 1 4 8 9 12 MEMB 1 4 8 9 LZ UNB 3 MEMB 1 4 8 9 UNT 3 MEMB 1 4 8 9 *GABLE END COLUMN LX 3 MEMB 7 12 LY 3 MEMB 7 12 KZ 1.2 MEMB 7 12 UNB 3 MEMB 7 12 UNT 3 MEMB 7 12 CHECK CODE ALL STEEL TAKE OFF ALL FINISH
0; ### 7 0 0; 12.5 130 ; 12 0 10 130 ; ;
************
**************
***********
*************
***********
*************
****************
**************
dead load kn/m 0.495
Building Building Wind Height Ratio Plan Ratio angle
Cpe for surface A
1
1
B
C
D
0 90
0.7 -0.2 -0.5 -0.5 -0.5 -0.5 0.7 -0.2
0 90
0.7 -0.25 -0.6 -0.6 -0.5 -0.5 0.7 -0.1
0 90 0 90
live load kn/m
2.82
apex height
12.5
h w l wind pressure portal spacing gable spacing h/w l/w
10 50 130 0.8 4.95 9.16 0.200 2.60
cpi
0.2
angel 0 90
A 0.7 -0.5
cpnet 0 for +cpi 90 for +cpi 0 for-cpi 90 for -cpi
A 0.5 -0.7 0.9 -0.3
wind pressure 0 for +cpi 90 for +cpi 0 for-cpi 90 for -cpi
A 1.98 -2.77 3.56 -1.19
0.7 -0.2 -0.5 -0.5 -0.5 -0.5 0.7 -0.2 0.7 -0.25 -0.6 -0.6 -0.5 -0.5 0.7 -0.1 ,
1
0 90
0.7 -0.25 -0.8 -0.8 -0.8 -0.8 -0.8 -0.25
0 90
0.7 -0.4 -0.7 -0.7 -0.5 -0.5 0.8 -0.1
As per staad direction sign of wind pressure at side A reamin
As per staad direction sign of wind pressure at side B chan
crane details GT 11 bracket len
0.6
Y MAX YMIN FX w-BL csw
-100 -45 12.5 49.4 -75
-0.2
B -0.25 -0.5
C -0.6 0.7
D -0.6 -0.1
B -0.45 -0.7 -0.05 -0.3
C -0.8 0.5 -0.4 0.9
D -0.8 -0.3 -0.4 0.1
B -1.78 -2.77 -0.20 -1.19
C -5.86 3.66 -2.93 6.60
D -5.86 -2.20 -2.93 0.73
d pressure at side A reamin as it is
wind pressure at side B changes
MIN
39 1 1 1 1
WIND SPEED K1 K2 K3 K4 39 PD
0.9126
PZ Kd Ka Kc
0.65050128 0.9 0.88 0.9
0.63882
M/S
KN/M2
h 10.00 w 50.00 l ### wind pressure 0.80 portal spacing 4.95 h/w l/w
0.20 2.60
cpi
0.20 -0.2
Building Ratio
Roof angle
h/w < 1/2
5 5.7 10
1/2 < h/w <3/2
3/2 < h/w < 6
wind angle wind angle 0 90 EF -0.90 -0.94 -1.20
GH -0.4 -0.40 -0.4
wind angle 0
EG FH -0.8 -0.4 -0.80 -0.43 -0.8 -0.6
5 5.7 10
-0.90 -0.6 -0.9 -0.6 -0.93 -0.60 -0.89 -0.60 -1.10 -0.6 -0.8 -0.6
5 5.7 10
-0.70 -0.6 -0.8 -0.8 -0.70 -0.60 -0.80 -0.80 -0.70 -0.6 -0.8 -0.8
EF -0.94
Cpnet for +cpi for -cpi wind pressure for +cpi for -cpi
GH -0.40
wind angle 0 EF -1.14 -0.74
GH -0.60 -0.20
wind angle 0 EF -4.52 -2.94
GH -2.38 -0.79
if value of pressure is positive in cal
wind angle 90 EG -0.80
FH -0.43
wind angle 90 EG -1.00 -0.60
FH -0.63 -0.23
wind angle 90 EG -3.96 -2.38
FH -2.49 -0.90
pressure is positive in calculation it should be negative in staad and vice versa
STAAD PLANE START JOB INFORMATION ENGINEER DATE 19-09-2018 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 50 0 0 ; 4 25.00 12.5 0 ; 5 #0## 0 ; 6 8 50 11 0; 9 0.6 ### 0 ; 10 49.4 11 0 ; MEMBER INCIDENCES 1 5 7; 4 6 8; 5 5 4; 6 6 4; 7 7 1; 8 8 2; 9 7 9; 10 8 10; DEFINE MATERIAL START ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 7 8 TAPERED 0.6 0.006 0.35 0.17 0.006 0.17 0.006 5 6 TAPERED 0.55 0.006 0.4 0.15 0.006 0.15 0.006 MEMBER PROPERTY AMERICAN 1 4 TAPERED 0.6 0.005 0.6 0.17 0.006 0.17 0.006 9 10 TAPERED 0.6 0.005 0.6 0.17 0.006 0.17 0.006 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 2 PINNED DEFINE 1893 LOAD ZONE 0.16 RF 4 I 1 SS 2 ST 2 DM 0.02 SELFWEIGHT 1 JOINT WEIGHT 9 10 WEIGHT 75 MEMBER WEIGHT 56 UNI 0.495 56 UNI 0.70538 LOAD 1 LOADTYPE Seismic TITLE EQX 1893 LOAD X 1 PERFORM ANALYSIS CHANGE LOAD 2 LOADTYPE Seismic TITLE EQ-X 1893 LOAD X -1 PERFORM ANALYSIS CHANGE LOAD 3 LOADTYPE Dead TITLE DL
50
SELFWEIGHT Y -1 MEMBER LOAD 56 UNI GY -0.495 LOAD 4 LOADTYPE Live REDUCIBLE TITLE LL MEMBER LOAD 56 UNI GY -2.8215 LOAD 5 LOADTYPE Wind TITLE WL1 +0.2 CPI ANGLE0 MEMBER LOAD 5 UNI Y 4.52 6 UNI Y 2.38 1 7 UNI Y 1.98 4 8 UNI Y 1.78 LOAD 6 LOADTYPE Wind TITLE WL2 +0.2 CPI ANGLE90 MEMBER LOAD 5 UNI Y 3.96 6 UNI Y 2.49 1 7 UNI Y -2.77 4 8 UNI Y 2.77 LOAD 7 LOADTYPE Wind TITLE WL3 -0.2 CPI ANGLE0 MEMBER LOAD 5 UNI Y 2.94 6 UNI Y 0.79 1 7 UNI Y 3.56 4 8 UNI Y 0.20 LOAD 8 LOADTYPE Wind TITLE WL4 -0.2 CPI ANGLE90 MEMBER LOAD 5 UNI Y 2.38 6 UNI Y 0.90 1 7 UNI Y -1.19 4 8 UNI Y 1.19 LOAD 9 LOADTYPE Dead TITLE CSW JOINT LOAD 9 10 FY -75 LOAD 10 LOADTYPE Crane Hook TITLE CLL JOINT LOAD 9 FX -12.5 FY -100 10 FX -12.5 FY -45 LOAD 11 LOADTYPE Crane Hook TITLE CLR JOINT LOAD 9 FX 12.5 FY -45 10 FX 12.5 FY -100 LOAD COMB 12 DL+LL+CSW 3 1.0 4 1.0 9 1.0 LOAD COMB 13 DL+LL+CSW+WL1 3 1.0 4 1.0 9 1.0 5 1.0 LOAD COMB 14 DL+LL+CSW+WL2 3 1.0 4 1.0 9 1.0 6 1.0 LOAD COMB 15 DL+LL+CSW+WL3
3 1.0 4 1.0 9 1.0 7 1.0 LOAD COMB 16 DL+LL+CSW+WL4 3 1.0 4 1.0 9 1.0 8 1.0 LOAD COMB 17 DL+CSW+0.7EQX 3 1.0 9 1.0 1 0.7 LOAD COMB 18 DL+CSW+0.7EQ-X 3 1.0 9 1.0 2 0.7 LOAD COMB 19 DL+0.75LL+0.75WL1+CSW 3 1.0 4 0.75 5 0.75 9 1.0 LOAD COMB 20 DL+0.75LL+0.75WL2+CSW 3 1.0 4 0.75 6 0.75 9 1.0 LOAD COMB 21 DL+0.75LL+0.75WL3+CSW 3 1.0 4 0.75 7 0.75 9 1.0 LOAD COMB 22 DL+0.75LL+0.75WL4+CSW 3 1.0 4 0.75 8 0.75 9 1.0 LOAD COMB 23 DL+0.75LL+0.75EQX+CSW 3 1.0 4 0.75 1 0.75 9 1.0 LOAD COMB 24 DL+0.75LL+0.75EQ-X+CSW 3 1.0 4 0.75 2 0.75 9 1.0 LOAD COMB 25 0.6DL+0.6CSW+WL1 3 0.6 9 0.6 5 1.0 LOAD COMB 26 0.6DL+0.6CSW+WL2 3 0.6 9 0.6 6 1.0 LOAD COMB 27 0.6DL+0.6CSW+WL3 3 0.6 9 0.6 7 1.0 LOAD COMB 28 0.6DL+0.6CSW+WL4 3 0.6 9 0.6 8 1.0 LOAD COMB 29 0.6DL+0.6CSW+0.7EQX 3 0.6 9 0.6 1 0.7 LOAD COMB 30 0.6DL+0.6CSW+0.7EQ-X 3 0.6 9 0.6 2 0.7 LOAD COMB 31 DL+LL+CLL 3 1.0 4 1.0 10 1.0 LOAD COMB 32 DL+LL+CLR 3 1.0 4 1.0 11 1.0 LOAD COMB 33 DL+EQX+CSW 3 1.0 1 1.0 9 1.0 LOAD COMB 34 DL+EQ-X+CSW 3 1.0 2 1.0 9 1.0 LOAD COMB 35 1DL+0.8LL+1CSW+0.8WL1 3 1.0 4 0.8 9 1.0 5 0.8 LOAD COMB 36 1DL+0.8LL+1CSW+0.8WL2 3 1.0 4 0.8 9 1.0 6 0.8 LOAD COMB 37 1DL+0.8LL+1CSW+0.8WL3 3 1.0 4 0.8 9 1.0 7 0.8 LOAD COMB 38 1DL+0.8LL+1CSW+0.8WL4 3 1.0 4 0.8 9 1.0 8 0.8 LOAD COMB 39 DL+EQX
3 1.0 1 1.0 LOAD COMB 40 DL+EQ-X 3 1.0 2 1.0 PERFORM ANALYSIS DEFINE ENVELOPE 12 TO 34 ENVELOPE 1 TYPE STRENGTH 12 35 TO 40 ENVELOPE 2 TYPE SERVICEABILITY END DEFINE ENVELOPE LOAD LIST 12 TO 38 PARAMETER 1 CODE AISC FYLD 345000 ALL STP 2 ALL CAN 1 MEMB 9 10 BEAM 1 ALL * Rafter LY 3 MEMB 5 6 LZ 50 MEMB 5 6 UNB 3 MEMB 5 6 UNT 3 MEMB 5 6 *column LY 3 MEMB 1 4 7 8 LZ 12 MEMB 1 4 7 8 UNB 3 MEMB 1 4 7 8 UNT 3 MEMB 1 4 7 8 CHECK CODE ALL STEEL TAKE OFF ALL FINISH
### 0 ; 7 #0## 0 ;
CPI
0.2 -0.2
1
Wind load Pressure (Trans. Left)
A H L B C D
2
Wind load Suction(Trans. Left)
A H L B C D
3
Wind load Pressure (Trans. Right)
A H L B C D
4
Wind load Suction (Trans. Right)
A H L B C D
5
WPP (Longi. + Z direction)
A H L B C D
6
Wind load Pressure (Longi. - Z direction)
A H L B C D
Cpe Design coefficient 0.7 0.5 -0.94 -1.14 -0.40 -0.60 -0.25 -0.45 -0.6 -0.8 -0.6 -0.8
bay spacing 4.95 4.95 4.95 4.95 9.16 9.16
pd 0.8 0.8 0.8 0.8 0.8 0.8
force 1.98 -4.52 -2.38 -1.78 -5.86 -5.86
0.7 -0.94 -0.40 -0.25 -0.6 -0.6
0.9 -0.74 -0.20 -0.05 -0.4 -0.4
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
3.56 -2.94 -0.79 -0.20 -2.93 -2.93
-0.25 -0.40 -0.94 0.7 -0.6 -0.6
-0.45 -0.60 -1.14 0.5 -0.8 -0.8
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-1.78 -2.38 -4.52 1.98 -5.86 -5.86
-0.25 -0.40 -0.94 0.7 -0.6 -0.6
-0.05 -0.20 -0.74 0.9 -0.4 -0.4
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-0.20 -0.79 -2.94 3.56 -2.93 -2.93
-0.5 -0.80 -0.80 -0.5 0.7 -0.1
-0.7 -1.00 -1.00 -0.7 0.5 -0.3
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-2.77 -3.96 -3.96 -2.77 3.66 -2.20
-0.5 -0.80 -0.80 -0.5 0.7 -0.1
-0.3 -0.60 -0.60 -0.3 0.90 0.1
4.95 4.95 4.95 4.95 9.16 9.16
0.8 0.8 0.8 0.8 0.8 0.8
-1.19 -2.38 -2.38 -1.19 6.60 0.73
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