STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 20-Feb-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3 0; 3 0 5.8 0; 4 0 8.6 0; 5 0 0 2.15; 6 0 3 2.15; 7 0 5.8 2.15;
8 0 8.6 2.15; 9 0 0 5.55; 10 0 3 5.55; 11 0 5.8 5.55; 12 0 8.6 5.55;
13 3.9 0 0; 14 3.9 3 0; 15 3.9 5.8 0; 16 3.9 8.6 0; 17 3.9 0 2.15;
18 3.9 3 2.15; 19 3.9 5.8 2.15; 20 3.9 8.6 2.15; 21 3.9 0 5.55; 22 3.9 3 5.55;
23 3.9 5.8 5.55; 24 3.9 8.6 5.55; 25 7.8 0 0; 26 7.8 3 0; 27 7.8 5.8 0;
28 7.8 8.6 0; 29 7.8 0 2.15; 30 7.8 3 2.15; 31 7.8 5.8 2.15; 32 7.8 8.6 2.15;
33 7.8 0 5.55; 34 7.8 3 5.55; 35 7.8 5.8 5.55; 36 7.8 8.6 5.55; 37 11.7 0 0;
38 11.7 3 0; 39 11.7 5.8 0; 40 11.7 8.6 0; 41 11.7 0 2.15; 42 11.7 3 2.15;
43 11.7 5.8 2.15; 44 11.7 8.6 2.15; 45 11.7 0 5.55; 46 11.7 3 5.55;
47 11.7 5.8 5.55; 48 11.7 8.6 5.55; 81 0 -2 0; 82 0 -2 2.15; 83 0 -2 5.55;
84 3.9 -2 0; 85 3.9 -2 2.15; 86 3.9 -2 5.55; 87 7.8 -2 0; 88 7.8 -2 2.15;
89 7.8 -2 5.55; 90 11.7 -2 0; 91 11.7 -2 2.15; 92 11.7 -2 5.55; 96 0 3 6.58;
97 0 5.8 6.58; 98 3.9 3 6.58; 99 3.9 5.8 6.58; 100 7.8 3 6.58;
101 7.8 5.8 6.58; 102 11.7 3 6.58; 103 11.7 5.8 6.58; 104 1.15 3 0;
105 1.15 5.8 0; 106 0 3 -1.43; 107 0 5.8 -1.43; 108 1.15 3 -1.43;
109 1.15 5.8 -1.43; 110 3.9 3 -0.63; 111 7.8 3 -0.63; 112 11.7 3 -0.63;
114 1.15 3 -0.63; 115 3.9 5.8 -0.63; 116 7.8 5.8 -0.63; 117 11.7 5.8 -0.63;
118 1.15 5.8 -0.63; 119 0 8.6 6.58; 120 3.9 8.6 6.58; 121 7.8 8.6 6.58;
122 11.7 8.6 6.58; 123 0 8.6 -0.63; 124 3.9 8.6 -0.63; 125 7.8 8.6 -0.63;
126 11.7 8.6 -0.63; 127 0 11.2 0; 128 3.9 11.2 0; 129 7.8 11.2 0;
130 11.7 11.2 0; 131 0 11.2 2.15; 132 3.9 11.2 2.15; 133 7.8 11.2 2.15;
134 11.7 11.2 2.15; 135 0 11.2 3.35; 136 3.9 11.2 3.35; 137 7.8 11.2 3.35;
138 11.7 11.2 3.35; 146 13.69 3 0; 147 13.45 3 2.15; 148 12.95 3 5.55;
149 13.69 5.8 0; 150 13.45 5.8 2.15; 151 12.95 5.8 5.55; 152 13.69 8.6 0;
153 13.45 8.6 2.15; 154 12.95 8.6 5.55; 155 13.69 11.2 0; 156 13.45 11.2 2.15;
157 13.316 11.2 3.35; 158 13.69 0 0; 159 13.45 0 2.15; 160 12.95 0 5.55;
161 13.69 -2 0; 162 13.45 -2 2.15; 163 12.95 -2 5.55;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 6 4 8; 7 5 6; 8 6 7; 9 7 8; 10 6 10;
11 7 11; 12 8 12; 13 9 10; 14 10 11; 15 11 12; 16 2 104; 17 3 105; 18 4 16;
21 8 20; 22 10 22; 23 11 23; 24 12 24; 25 13 14; 26 14 15; 27 15 16; 28 14 18;
29 15 19; 30 16 20; 31 17 18; 32 18 19; 33 19 20; 34 18 22; 35 19 23; 36 20 24;
37 21 22; 38 22 23; 39 23 24; 40 14 26; 41 15 27; 42 16 28; 43 18 30; 44 19 31;
45 20 32; 46 22 34; 47 23 35; 48 24 36; 49 25 26; 50 26 27; 51 27 28; 52 26 30;
53 27 31; 54 28 32; 55 29 30; 56 30 31; 57 31 32; 58 30 34; 59 31 35; 60 32 36;
61 33 34; 62 34 35; 63 35 36; 64 26 38; 65 27 39; 66 28 40; 67 30 42; 68 31 43;
69 32 44; 70 34 46; 71 35 47; 72 36 48; 73 37 38; 74 38 39; 75 39 40; 76 38 42;
77 39 43; 78 40 44; 79 41 42; 80 42 43; 81 43 44; 82 42 46; 83 43 47; 84 44 48;
85 45 46; 86 46 47; 87 47 48; 148 1 13; 149 13 25; 150 25 37; 151 1 5; 152 5 9;
153 17 21; 154 29 33; 155 41 45; 156 37 41; 162 13 17; 163 25 29; 164 9 21;
165 21 33; 166 33 45; 168 5 17; 169 17 29; 170 29 41; 175 81 1; 176 82 5;
177 83 9; 178 84 13; 179 85 17; 180 86 21; 181 87 25; 182 88 29; 183 89 33;
184 90 37; 185 91 41; 189 92 45; 191 10 96; 192 11 97; 193 22 98; 194 23 99;
195 34 100; 196 35 101; 197 46 102; 198 47 103; 201 96 98; 202 97 99;
203 98 100; 204 99 101; 205 100 102; 206 101 103; 207 104 14; 208 105 15;
210 108 114; 212 109 118; 213 107 109; 214 106 108; 219 114 104; 220 110 111;
221 111 112; 223 114 110; 224 118 105; 225 115 116; 226 116 117; 227 118 115;
228 110 14; 229 111 26; 230 112 38; 231 115 15; 232 116 27; 233 117 39;
234 12 119; 235 24 120; 236 36 121; 237 48 122; 239 119 120; 240 120 121;
241 121 122; 242 123 4; 243 124 16; 244 125 28; 245 126 40; 246 123 124;
247 124 125; 248 125 126; 249 4 127; 250 16 128; 251 28 129; 252 40 130;
253 127 128; 254 128 129; 255 129 130; 256 8 131; 257 20 132; 258 32 133;
259 44 134; 260 131 132; 261 132 133; 262 133 134; 263 127 131; 264 128 132;
265 129 133; 266 130 134; 267 131 135; 268 132 136; 269 133 137; 270 134 138;
271 135 136; 272 136 137; 273 137 138; 291 38 146; 292 42 147; 293 46 148;
294 146 147; 295 147 148; 296 39 149; 297 43 150; 298 47 151; 299 149 150;
300 150 151; 301 40 152; 302 44 153; 303 48 154; 304 152 153; 305 153 154;
306 130 155; 307 134 156; 308 155 156; 309 138 157; 310 156 157; 311 37 158;
312 41 159; 313 45 160; 314 158 159; 315 159 160; 316 163 160; 317 162 159;
318 161 158; 319 160 148; 320 148 151; 321 151 154; 322 159 147; 323 147 150;
324 150 153; 325 158 146; 326 146 149; 327 149 152; 328 152 155; 329 153 156;
330 106 2; 331 107 3; 332 6 18; 333 7 19;
START GROUP DEFINITION
FLOOR
_2F_DL_1W 22 40 46 64 70 82 191 193 195 197 201 203 205 207 219 TO 221 223 -
228 TO 230 292 293 295
_2F_DL_2W 4 10 16 22 28 34 40 43 46 52 58 64 67 70 76 82 207 210 214 219 291 -
292 294 330 332
_3F_DL_1W 23 41 47 65 71 83 192 194 196 198 202 204 206 208 224 TO 227 231 -
232 TO 233 297 298 300
_3F_DL_2W 5 11 17 23 29 35 41 44 47 53 59 65 68 71 77 83 208 212 213 224 296 -
297 299 331 333
_DLR_1W 18 24 42 48 66 72 84 234 TO 237 239 TO 248 302 303 305
_DLR_2W 6 12 18 21 24 30 36 42 45 48 54 60 66 69 72 78 84 301 302 304
_2F_LL_1W 22 40 46 64 70 82 191 193 195 197 201 203 205 207 219 TO 221 223 -
228 TO 230 292 293 295
_2F_LL_2W 4 10 16 22 28 34 40 43 46 52 58 64 67 70 76 82 207 210 214 219 291 -
292 294 330 332
_3F_LL_1W 23 41 47 65 71 83 192 194 196 198 202 204 206 208 224 TO 227 231 -
232 TO 233 297 298 300
_3F_LL_2W 5 11 17 23 29 35 41 44 47 53 59 65 68 71 77 83 208 212 213 224 296 -
297 299 331 333
_RD_LL_1W 18 24 42 48 66 72 84 234 TO 237 239 TO 248 302 303 305
_RD_LL_2W 6 12 18 21 24 30 36 42 45 48 54 60 66 69 72 78 84 301 302 304
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
148 TO 156 162 TO 166 168 TO 170 311 TO 315 PRIS YD 0.5 ZD 0.3
4 TO 6 10 TO 12 16 TO 18 21 TO 24 28 TO 30 34 TO 36 40 TO 48 52 TO 54 -
58 TO 60 64 TO 72 76 TO 78 82 TO 84 207 208 253 TO 255 260 TO 266 -
291 TO 309 332 333 PRIS YD 0.45 ZD 0.25
201 TO 206 210 212 TO 214 219 TO 221 223 TO 227 239 TO 241 246 TO 248 271 -
272 TO 273 PRIS YD 0.3 ZD 0.2
191 TO 198 228 TO 237 242 TO 245 267 TO 270 310 330 331 PRIS YD 0.4 ZD 0.2
1 TO 3 7 TO 9 13 TO 15 25 TO 27 31 TO 33 37 TO 39 49 TO 51 55 TO 57 -
61 TO 63 73 TO 75 79 TO 81 85 TO 87 175 TO 185 189 249 TO 252 256 TO 259 -
316 TO 329 PRIS YD 0.5 ZD 0.3
CONSTANTS
BETA 90 MEMB 1 TO 3 7 TO 9 13 TO 15 25 TO 27 31 TO 33 37 TO 39 49 TO 51 55 -
56 TO 57 61 TO 63 73 TO 75 79 TO 81 85 TO 87 175 TO 185 189 249 TO 252 256 -
257 TO 259
BETA 82.414 MEMB 316 TO 329
MATERIAL CONCRETE ALL
SUPPORTS
81 TO 92 161 TO 163 PINNED
MEMBER CRACKED
1 TO 3 7 TO 9 13 TO 15 25 TO 27 31 TO 33 37 TO 39 49 TO 51 55 TO 57 -
61 TO 63 73 TO 75 79 TO 81 85 TO 87 175 TO 185 189 249 TO 252 256 TO 258 -
259 REDUCTION RIY 0.700000 RIZ 0.700000
4 TO 6 10 TO 12 16 TO 18 21 22 24 28 TO 30 34 TO 36 40 TO 48 52 TO 54 -
58 TO 60 64 TO 72 76 TO 78 82 TO 84 148 TO 156 162 TO 166 168 TO 170 191 -
192 TO 198 201 203 TO 208 210 212 TO 214 219 TO 221 223 TO 237 239 TO 248 -
253 TO 255 260 TO 273 REDUCTION RIY 0.350000 RIZ 0.350000
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF - DL
ONEWAY LOAD
_2F_DL_1W ONE -4.8 GY
FLOOR LOAD
_2F_DL_2W FLOAD -4.8 GY
ONEWAY LOAD
_3F_DL_1W ONE -4.8 GY
FLOOR LOAD
_3F_DL_2W FLOAD -4.8 GY
ONEWAY LOAD
_DLR_1W ONE -4.9 GY
FLOOR LOAD
_DLR_2W FLOAD -4.9 GY
SELFWEIGHT Y -1 
MEMBER LOAD
4 5 10 11 16 17 22 23 40 41 46 47 64 65 70 71 191 192 197 198 201 TO 208 210 -
212 TO 214 219 224 291 293 TO 296 298 TO 300 330 331 UNI GY -7.31
6 18 42 66 78 UNI GY -6.69
148 TO 152 164 TO 166 311 313 TO 315 UNI GY -7.93
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 0
DIA 2 TYPE RIG HEI 3
DIA 3 TYPE RIG HEI 5.8
DIA 4 TYPE RIG HEI 8.6
DIA 5 TYPE RIG HEI 11.2
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
DEFINE WIND LOAD
TYPE 1 WINDWARD X
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 13.690 M 5.550 M 2.000 0.010 0 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.868 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.07879 2.07879 2.11839 2.15455 2.18791 2.21894 2.248 2.27536 2.30124 -
2.32582 2.34925 2.37165 2.39313 2.41376 2.43362 HEIG 0 4.572 5.23569 5.89938 -
6.56308 7.22677 7.89046 8.55415 9.21785 9.88154 10.5452 11.2089 11.8726 -
12.5363 13.2
TYPE 2 LEEWARD X
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 13.690 M 5.550 M 2.000 0.010 1 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.868 -0.277 0.550
!> END GENERATED DATA BLOCK
INT -1.54547 -1.54547 HEIG  0  13.2
TYPE 3 SIDEWALL X1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
10.600 M 13.690 M 5.550 M 2.000 0.010 2 0 0 0 0 0.731 1.000 1.000 0.850 0 0 -
0 0 0.872 -0.700 0.550
!> END GENERATED DATA BLOCK
INT -2.13214 -2.13214 HEIG  0  10.6
TYPE 4 SIDEWALL X2
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 13.690 M 5.550 M 2.000 0.010 2 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.868 -0.700 0.550
!> END GENERATED DATA BLOCK
INT -2.26391 -2.26391 HEIG  0  13.2
TYPE 5 WINDWARD Z1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 5.500 M 13.690 M 2.000 0.010 0 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.855 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.06474 2.06474 2.10378 2.13944 2.17233 2.20293 2.23158 2.25855 2.28407 -
2.30831 2.33141 2.3535 2.37467 2.39501 2.4146 HEIG 0 4.572 5.23569 5.89938 -
6.56308 7.22677 7.89046 8.55415 9.21785 9.88154 10.5452 11.2089 11.8726 -
12.5363 13.2
TYPE 6 WINDWARD Z2
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
10.600 M 5.500 M 13.690 M 2.000 0.010 0 0 0 0 0 0.731 1.000 1.000 0.850 0 0 -
0 0 0.859 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.00356 2.00356 2.03135 2.05737 2.08186 2.10503 2.12703 2.148 2.16804 -
2.18726 2.20572 2.22349 2.24063 2.2572 2.27323 HEIG 0 4.572 5.03569 5.49938 -
5.96308 6.42677 6.89046 7.35415 7.81785 8.28154 8.74523 9.20892 9.67262 -
10.1363 10.6
TYPE 7 LEEWARD Z1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 5.500 M 13.690 M 2.000 0.010 1 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.855 -0.500 0.550
!> END GENERATED DATA BLOCK
INT -1.9126 -1.9126 HEIG  0  13.2
TYPE 8 LEEWARD Z2
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
10.600 M 5.500 M 13.690 M 2.000 0.010 1 0 0 0 0 0.731 1.000 1.000 0.850 0 0 -
0 0 0.859 -0.500 0.550
!> END GENERATED DATA BLOCK
INT -1.79974 -1.79974 HEIG  0  10.6
TYPE 9 SIDEWALL Z
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 250.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 1 -
13.200 M 5.500 M 13.690 M 2.000 0.010 2 0 0 0 0 0.778 1.000 1.000 0.850 0 0 -
0 0 0.855 -0.700 0.550
!> END GENERATED DATA BLOCK
INT -2.24727 -2.24727 HEIG  0  13.2
LOAD 1 LOADTYPE Seismic  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 4 LOADTYPE Live  TITLE LL
ONEWAY LOAD
_2F_LL_1W ONE -2.4 GY
FLOOR LOAD
_2F_LL_2W FLOAD -2.4 GY
ONEWAY LOAD
_3F_LL_1W ONE -2.4 GY
FLOOR LOAD
_3F_LL_2W FLOAD -2.4 GY
ONEWAY LOAD
_RD_LL_1W ONE -2.4 GY
FLOOR LOAD
_RD_LL_2W FLOAD -2.4 GY
LOAD 5 LOADTYPE Wind  TITLE WIND X
WIND LOAD X 1 TYPE 1
WIND LOAD -X 1 TYPE 2
WIND LOAD -Z 1 TYPE 3
WIND LOAD -Z -1 TYPE 4
LOAD 6 LOADTYPE Wind  TITLE WIND -X
WIND LOAD X -1 TYPE 1
WIND LOAD -X -1 TYPE 2
WIND LOAD -Z 1 TYPE 3
WIND LOAD -Z -1 TYPE 4
LOAD 7 LOADTYPE Wind  TITLE WIND Z
WIND LOAD Z 1 TYPE 5
WIND LOAD -Z 1 TYPE 8
WIND LOAD -X 1 TYPE 9
WIND LOAD -X -1 TYPE 9
LOAD 8 LOADTYPE Wind  TITLE WIND -Z
WIND LOAD Z -1 TYPE 6
WIND LOAD -Z -1 TYPE 7
WIND LOAD -X 1 TYPE 9
WIND LOAD -X -1 TYPE 9
LOAD COMB 9 ULC, 1.4 DEAD
3 1.4 
LOAD COMB 10 ULC, 1.2 DEAD + 1.6 LIVE
3 1.2 4 1.6 
LOAD COMB 11 ULC, 1.2 DEAD + 0.5 LIVE
3 1.2 4 0.5 
LOAD COMB 12 ULC, 1.2 DEAD + 0.5 WIND (1)
3 1.2 5 0.5 
LOAD COMB 13 ULC, 1.2 DEAD + 0.5 WIND (2)
3 1.2 6 0.5 
LOAD COMB 14 ULC, 1.2 DEAD + 0.5 WIND (3)
3 1.2 7 0.5 
LOAD COMB 15 ULC, 1.2 DEAD + 0.5 WIND (4)
3 1.2 8 0.5 
LOAD COMB 16 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (1)
3 1.2 4 0.5 5 1.0 
LOAD COMB 17 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (2)
3 1.2 4 0.5 6 1.0 
LOAD COMB 18 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (3)
3 1.2 4 0.5 7 1.0 
LOAD COMB 19 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (4)
3 1.2 4 0.5 8 1.0 
LOAD COMB 20 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (1)
3 1.2 4 0.5 1 1.0 
LOAD COMB 21 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (2)
3 1.2 4 0.5 2 1.0 
LOAD COMB 22 ULC, 1.2 DEAD + 0.5 LIVE + -1 SEISMIC (1)
3 1.2 4 0.5 1 -1.0 
LOAD COMB 23 ULC, 1.2 DEAD + 0.5 LIVE + -1 SEISMIC (2)
3 1.2 4 0.5 2 -1.0 
LOAD COMB 24 ULC, 0.9 DEAD + 1 WIND (1)
3 0.9 5 1.0 
LOAD COMB 25 ULC, 0.9 DEAD + 1 WIND (2)
3 0.9 6 1.0 
LOAD COMB 26 ULC, 0.9 DEAD + 1 WIND (3)
3 0.9 7 1.0 
LOAD COMB 27 ULC, 0.9 DEAD + 1 WIND (4)
3 0.9 8 1.0 
LOAD COMB 28 ULC, 0.9 DEAD + 1 SEISMIC (1)
3 0.9 1 1.0 
LOAD COMB 29 ULC, 0.9 DEAD + 1 SEISMIC (2)
3 0.9 2 1.0 
LOAD COMB 30 ULC, 0.9 DEAD + -1 SEISMIC (1)
3 0.9 1 -1.0 
LOAD COMB 31 ULC, 0.9 DEAD + -1 SEISMIC (2)
3 0.9 2 -1.0 
LOAD COMB 32 DL + LL
3 1.0 4 1.0 
LOAD COMB 100 ULC, 1.4 DEAD
3 1.4 
LOAD COMB 101 ULC, 1.2 DEAD + 1.6 LIVE
3 1.2 4 1.6 
LOAD COMB 102 ULC, 1.2 DEAD + 0.5 LIVE
3 1.2 4 0.5 
LOAD COMB 103 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (1)
3 1.2 4 0.5 5 1.0 
LOAD COMB 104 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (2)
3 1.2 4 0.5 6 1.0 
LOAD COMB 105 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (3)
3 1.2 4 0.5 7 1.0 
LOAD COMB 106 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (4)
3 1.2 4 0.5 8 1.0 
LOAD COMB 107 ULC, 1.42 DEAD + 0.5 LIVE + 1.25 SEISMIC (1)
3 1.42 4 0.5 1 1.25 
LOAD COMB 108 ULC, 1.42 DEAD + 0.5 LIVE + 1.25 SEISMIC (2)
3 1.42 4 0.5 2 1.25 
LOAD COMB 109 ULC, 1.42 DEAD + -1.25 SEISMIC (1)
3 1.42 1 -1.25 
LOAD COMB 110 ULC, 1.42 DEAD + -1.25 SEISMIC (2)
3 1.42 2 -1.25 
LOAD COMB 111 ULC, 0.9 DEAD + 1 WIND (1)
3 0.9 5 1.0 
LOAD COMB 112 ULC, 0.9 DEAD + 1 WIND (2)
3 0.9 6 1.0 
LOAD COMB 113 ULC, 0.9 DEAD + 1 WIND (3)
3 0.9 7 1.0 
LOAD COMB 114 ULC, 0.9 DEAD + 1 WIND (4)
3 0.9 8 1.0 
LOAD COMB 115 ULC, 1.12 DEAD + 1.25 SEISMIC (1)
3 1.12 1 1.25 
LOAD COMB 116 ULC, 1.12 DEAD + 1.25 SEISMIC (2)
3 1.12 2 1.25 
LOAD COMB 117 ULC, 1.12 DEAD + -1.25 SEISMIC (1)
3 1.12 1 -1.25 
LOAD COMB 118 ULC, 1.12 DEAD + -1.25 SEISMIC (2)
3 1.12 2 -1.25 
LOAD COMB 119 ULC, 1.42 DEAD + 1.25 SEISMIC (1)
3 1.42 1 1.25 
LOAD COMB 120 ULC, 1.42 DEAD + 1.25 SEISMIC (2)
3 1.42 2 1.25 
LOAD COMB 121 ULC, 0.68 DEAD + 1.25 SEISMIC (1)
3 0.68 1 1.25 
LOAD COMB 122 ULC, 0.68 DEAD + 1.25 SEISMIC (2)
3 0.68 2 1.25 
LOAD COMB 123 ULC, 0.68 DEAD + -1.25 SEISMIC (1)
3 0.68 1 -1.25 
LOAD COMB 124 ULC, 0.68 DEAD + -1.25 SEISMIC (2)
3 0.68 2 -1.25 
LOAD COMB 200 ULC, 1 DEAD + 0.75 LIVE + 0.71 SEISMIC (1)
3 1.0 4 0.75 1 0.71 
LOAD COMB 201 ULC, 1 DEAD + 0.75 LIVE + 0.71 SEISMIC (2)
3 1.0 4 0.75 2 0.71 
LOAD COMB 202 ULC, 1 DEAD + 0.75 LIVE + -0.71 SEISMIC (1)
3 1.0 4 0.75 1 -0.71 
LOAD COMB 203 ULC, 1 DEAD + 0.75 LIVE + -0.71 SEISMIC (2)
3 1.0 4 0.75 2 -0.71 
LOAD COMB 204 ULC, 0.6 DEAD + 0.6 WIND (1)
3 0.6 5 0.6 
LOAD COMB 205 ULC, 0.6 DEAD + 0.6 WIND (2)
3 0.6 6 0.6 
LOAD COMB 206 ULC, 0.6 DEAD + 0.6 WIND (3)
3 0.6 7 0.6 
LOAD COMB 207 ULC, 0.6 DEAD + 0.6 WIND (4)
3 0.6 8 0.6 
LOAD COMB 208 ULC, 0.6 DEAD + 0.71 SEISMIC (1)
3 0.6 1 0.71 
LOAD COMB 209 ULC, 0.6 DEAD + 0.71 SEISMIC (2)
3 0.6 2 0.71 
LOAD COMB 210 ULC, 0.6 DEAD + -0.71 SEISMIC (1)
3 0.6 1 -0.71 
LOAD COMB 211 ULC, 0.6 DEAD + -0.71 SEISMIC (2)
3 0.6 2 -0.71 
LOAD COMB 212 ULC, 1 DEAD + 1 LIVE
3 1.0 4 1.0 
LOAD COMB 213 ULC, 1 DEAD + 1 LIVE + 0.6 WIND (1)
3 1.0 4 1.0 5 0.6 
LOAD COMB 214 ULC, 1 DEAD + 1 LIVE + 0.6 WIND (2)
3 1.0 4 1.0 6 0.6 
LOAD COMB 215 ULC, 1 DEAD + 1 LIVE + 0.6 WIND (3)
3 1.0 4 1.0 7 0.6 
LOAD COMB 216 ULC, 1 DEAD + 1 LIVE + 0.6 WIND (4)
3 1.0 4 1.0 8 0.6 
LOAD COMB 217 ULC, 1 DEAD + 1 LIVE + 0.71 SEISMIC (1)
3 1.0 4 1.0 1 0.71 
LOAD COMB 218 ULC, 1 DEAD + 1 LIVE + 0.71 SEISMIC (2)
3 1.0 4 1.0 2 0.71 
LOAD COMB 219 ULC, 1 DEAD + 1 LIVE + -0.71 SEISMIC (1)
3 1.0 4 1.0 1 -0.71 
LOAD COMB 220 ULC, 1 DEAD + 1 LIVE + -0.71 SEISMIC (2)
3 1.0 4 1.0 2 -0.71 
PERFORM ANALYSIS
LOAD LIST 9 TO 31
PRINT STORY DRIFT 0.004200
PRINT DIA CR
FINISH
