STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
9 0 3.2 0; 10 4.5 3.2 0; 11 9 3.2 0; 12 13.5 3.2 0; 13 18 3.2 0; 14 22.5 3.2 0;
15 27 3.2 0; 16 31.7 3.2 0; 25 0 3.2 7; 26 4.5 3.2 7; 27 9 3.2 7;
28 13.5 3.2 7; 29 18 3.2 7; 30 22.5 3.2 7; 31 27 3.2 7; 32 31.7 3.2 7;
41 0 3.2 9.5; 42 4.5 3.2 9.5; 43 9 3.2 9.5; 44 13.5 3.2 9.5; 45 18 3.2 9.5;
46 22.5 3.2 9.5; 47 27 3.2 9.5; 48 31.7 3.2 9.5; 49 27 3.2 3.05;
50 31.7 3.2 3.05; 51 28.75 3.2 7; 52 28.75 3.2 3.05; 58 0 3.2 3.5;
59 4.5 3.2 3.5; 60 9 3.2 3.5; 61 13.5 3.2 3.5; 62 18 3.2 3.5; 63 22.5 3.2 3.5;
64 27 3.2 3.5; 65 0 6.4 0; 66 4.5 6.4 0; 67 9 6.4 0; 68 13.5 6.4 0;
69 18 6.4 0; 70 22.5 6.4 0; 71 27 6.4 0; 72 31.7 6.4 0; 73 0 6.4 7;
74 4.5 6.4 7; 75 9 6.4 7; 76 13.5 6.4 7; 77 18 6.4 7; 78 22.5 6.4 7;
79 27 6.4 7; 80 31.7 6.4 7; 81 0 6.4 9.5; 82 4.5 6.4 9.5; 83 9 6.4 9.5;
84 13.5 6.4 9.5; 85 18 6.4 9.5; 86 22.5 6.4 9.5; 87 27 6.4 9.5;
88 31.7 6.4 9.5; 89 0 6.4 4.75; 90 31.7 6.4 4.75; 91 0 8.9 4.75;
92 31.7 8.9 4.75; 93 0 5.93425 -0.884918; 94 31.7 5.93425 -0.884918;
95 0 5.93425 10.3849; 96 31.7 5.93425 10.3849; 1001 0 0 0; 1002 0 0 7;
1003 0 0 9.5; 1004 4.5 0 0; 1006 4.5 0 7; 1007 4.5 0 9.5; 1008 9 0 0;
1010 9 0 7; 1011 9 0 9.5; 1012 13.5 0 0; 1014 13.5 0 7; 1015 13.5 0 9.5;
1016 18 0 0; 1018 18 0 7; 1019 18 0 9.5; 1020 22.5 0 0; 1022 22.5 0 7;
1023 22.5 0 9.5; 1024 27 0 0; 1025 27 0 7; 1026 27 0 9.5; 1027 31.7 0 0;
1028 31.7 0 7; 1029 31.7 0 9.5;
MEMBER INCIDENCES
131 65 89; 138 72 90; 139 73 81; 146 80 88; 147 89 73; 148 90 80; 159 1001 9;
160 1002 25; 161 1003 41; 162 1004 10; 164 1006 26; 165 1007 42; 166 1008 11;
168 1010 27; 169 1011 43; 170 1012 12; 172 1014 28; 173 1015 44; 174 1016 13;
176 1018 29; 177 1019 45; 178 1020 14; 180 1022 30; 181 1023 46; 182 1024 15;
183 1025 31; 184 1026 47; 185 1027 16; 186 1028 32; 187 1029 48; 211 9 65;
212 25 73; 213 41 81; 214 10 66; 215 26 74; 216 42 82; 217 11 67; 218 27 75;
219 43 83; 220 12 68; 221 28 76; 222 44 84; 223 13 69; 224 29 77; 225 45 85;
226 14 70; 227 30 78; 228 46 86; 229 15 71; 230 31 79; 231 47 87; 232 16 72;
233 32 80; 234 48 88; 235 9 58; 236 58 25; 237 25 41; 238 9 10; 239 58 59;
240 25 26; 241 41 42; 242 10 59; 243 59 26; 244 26 42; 245 10 11; 246 59 60;
247 26 27; 248 42 43; 249 11 60; 250 60 27; 251 27 43; 252 11 12; 253 60 61;
254 27 28; 255 43 44; 256 12 61; 257 61 28; 258 28 44; 259 12 13; 260 61 62;
261 28 29; 262 44 45; 263 13 62; 264 62 29; 265 29 45; 266 13 14; 267 62 63;
268 29 30; 269 45 46; 270 14 63; 271 63 30; 272 30 46; 273 14 15; 274 63 64;
275 30 31; 276 46 47; 277 15 49; 278 49 64; 279 64 31; 280 31 47; 281 49 52;
282 31 51; 283 52 51; 284 15 16; 285 47 48; 286 52 50; 287 51 32; 288 16 50;
289 50 32; 290 32 48; 311 89 91; 312 90 92; 321 65 66; 322 73 74; 323 81 82;
324 66 74; 325 74 82; 326 66 67; 327 74 75; 328 82 83; 329 67 75; 330 75 83;
331 67 68; 332 75 76; 333 83 84; 334 68 76; 335 76 84; 336 68 69; 337 76 77;
338 84 85; 339 69 77; 340 77 85; 341 69 70; 342 77 78; 343 85 86; 344 70 78;
345 78 86; 346 70 71; 347 78 79; 348 86 87; 349 71 79; 350 79 87; 351 71 72;
352 79 80; 353 87 88; 421 65 93; 422 65 91; 423 91 81; 424 81 95; 425 72 94;
426 72 92; 427 92 88; 428 88 96;
START GROUP DEFINITION
JOINT
_102 74 TO 79
_103 82 TO 87
_101 66 TO 71
FLOOR
_2F_2WAY 235 236 238 TO 240 242 243 245 TO 247 249 250 252 TO 254 256 257 -
259 TO 261 263 264 266 TO 268 270 271 273 TO 275 277 TO 279 281 284 286 288
_2F_1WAY 237 240 241 244 247 248 251 254 255 258 261 262 265 268 269 272 275 -
276 278 TO 283 285 287 290
_CEILING_2WAY 131 138 147 148 321 322 324 326 327 329 331 332 334 336 337 -
339 341 342 344 346 347 349 351 352
_CEILING_1WAY 139 146 322 323 325 327 328 330 332 333 335 337 338 340 342 -
343 345 347 348 350 352 353
_CLASSROOM 235 236 238 TO 240 242 243 245 TO 247 249 250 252 TO 254 256 257 -
259 TO 261 263 264 266 TO 268 270 271 273 TO 275 277 TO 279
_CORRIDOR 237 240 241 244 247 248 251 254 255 258 261 262 265 268 269 272 -
275 276 278 TO 283 285 287 290
_CR 277 281 284 286 288
MEMBER
_STAIR 286 287
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC CONCRETE_21MPA
E 2.1538e+07
POISSON 0.17
DENSITY 24
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 21000
END DEFINE MATERIAL
MEMBER PROPERTY
159 TO 162 164 TO 166 168 TO 170 172 TO 174 176 TO 178 180 TO 187 211 TO 233 -
234 PRIS YD 0.35 ZD 0.35
235 236 242 243 249 250 256 257 263 264 270 271 277 TO 279 288 -
289 PRIS YD 0.5 ZD 0.35
237 TO 241 244 TO 248 251 TO 255 258 TO 262 265 TO 269 272 TO 276 280 TO 287 -
290 PRIS YD 0.4 ZD 0.35
131 138 147 148 324 329 334 339 344 349 PRIS YD 0.5 ZD 0.3
139 146 321 TO 323 325 TO 328 330 TO 333 335 TO 338 340 TO 343 345 TO 348 -
350 TO 353 PRIS YD 0.4 ZD 0.3
311 312 PRIS YD 0.25 ZD 0.25
421 TO 428 PRIS YD 0.3 ZD 0.25
CONSTANTS
MATERIAL CONCRETE_21MPA ALL
MEMBER RELEASE
239 281 283 START MZ
274 283 286 END MZ
MEMBER CRACKED
159 TO 162 164 TO 166 168 TO 170 172 TO 174 176 TO 178 180 TO 187 211 TO 234 -
311 312 REDUCTION RIY 0.7 RIZ 0.7
131 138 139 146 TO 148 235 TO 290 321 TO 353 421 TO 427 -
428 REDUCTION RIY 0.35 RIZ 0.35
MEMBER OFFSET
235 242 249 256 263 270 277 288 START 0 -0.25 0.175
236 243 250 257 264 271 279 289 END 0 -0.25 -0.175
236 243 250 257 264 271 278 279 289 START 0 -0.25 0
235 242 249 256 263 270 277 278 288 END 0 -0.25 0
238 TO 241 245 TO 248 252 TO 255 259 TO 262 266 TO 269 273 TO 276 281 282 -
284 285 START 0.175 -0.2 0
238 TO 241 245 TO 248 252 TO 255 259 TO 262 266 TO 269 273 TO 276 284 TO 286 -
287 END -0.175 -0.2 0
286 287 START 0 -0.2 0
281 282 END 0 -0.2 0
283 START 0 -0.2 0.175
283 END 0 -0.2 -0.175
237 244 251 258 265 272 280 290 START 0 -0.2 0.175
237 244 251 258 265 272 280 290 END 0 -0.2 -0.175
321 322 326 327 331 332 336 337 341 342 346 347 351 352 START 0.175 -0.2 0
321 322 326 327 331 332 336 337 341 342 346 347 351 352 END -0.175 -0.2 0
323 328 333 338 343 348 353 START 0.175 -0.2 0
323 328 333 338 343 348 353 END -0.175 -0.2 0
131 138 139 146 324 325 329 330 334 335 339 340 344 345 349 -
350 START 0 -0.25 0.175
139 146 TO 148 324 325 329 330 334 335 339 340 344 345 349 -
350 END 0 -0.25 -0.175
147 148 START 0 -0.2 0
131 138 END 0 -0.2 0
SUPPORTS
1001 TO 1004 1006 TO 1008 1010 TO 1012 1014 TO 1016 1018 TO 1020 1022 TO 1028 -
1029 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
FLOOR LOAD
_2F_2WAY FLOAD -3.6 GY
ONEWAY LOAD
_2F_1WAY ONE -3.6 GY
JOINT LOAD
_101 FX 0 FY -19.097 FZ 0 MX 0 MY 0 MZ 0
_102 FX 0 FY -32.151 FZ 0 MX 0 MY 0 MZ 0
_103 FX 0 FY -3.021 FZ 0 MX 0 MY 0 MZ 0
FLOOR LOAD
_CEILING_2WAY FLOAD -0.5 GY
ONEWAY LOAD
_CEILING_1WAY ONE -0.5 GY
MEMBER LOAD
235 236 238 245 252 259 266 273 284 288 289 UNI GY -9.1
240 247 249 250 254 261 263 264 268 275 277 TO 279 281 286 UNI GY -7.42
237 241 248 255 262 269 276 283 285 287 290 UNI GY -2.65
286 287 UNI GY -9.48
131 138 139 146 TO 148 UNI GY -6.63
421 TO 428 UNI GY -2.3
LOAD R2 LOADTYPE Live  TITLE LL
FLOOR LOAD
_CLASSROOM FLOAD -1.9 GY
ONEWAY LOAD
_CORRIDOR ONE -3.8 GY
FLOOR LOAD
_CR FLOAD -2.4 GY
MEMBER LOAD
286 287 UNI GY -7.51
LOAD R3 LOADTYPE Roof Live  TITLE LLR
JOINT LOAD
_101 FX 0 FY -17.439 FZ 0 MX 0 MY 0 MZ 0
_102 FX 0 FY -29.01 FZ 0 MX 0 MY 0 MZ 0
_103 FX 0 FY -2.934 FZ 0 MX 0 MY 0 MZ 0
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 3.2 JOINT 9 TO 16 25 TO 32 41 TO 52 58 TO 64
DIA 2 TYPE RIG HEI 6.4 JOINT 65 TO 90
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1.5 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 PX 0.3767 PZ 0.3767 NA 1 NV 1.2
REFERENCE LOAD Y
R1 1.0 R2 0.25 
DEFINE WIND LOAD
TYPE 1 WWX
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 260.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 2 8.900 -
M 31.700 M 9.500 M 2.000 0.010 0 0 0 0 0 0.695 1.000 1.000 0.850 0 0 0 0 -
0.868 0.800 -0.180
!> END GENERATED DATA BLOCK
INT 1.42571 1.42571 1.44773 1.4687 1.48874 1.50795 1.5264 1.54415 1.56128 -
1.57782 1.59383 1.60934 1.62439 1.63902 1.65324 HEIG 0 4.572 4.90492 5.23785 -
5.57077 5.90369 6.23662 6.56954 6.90246 7.23538 7.56831 7.90123 8.23415 -
8.56708 8.9
TYPE 2 LWX
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 260.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 2 8.900 -
M 31.700 M 9.500 M 2.000 0.010 1 0 0 0 0 0.695 1.000 1.000 0.850 0 0 0 0 -
0.868 -0.233 0.180
!> END GENERATED DATA BLOCK
INT -0.722949 -0.722949 HEIG  0  8.9
TYPE 3 WWZ
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 260.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 2 8.900 -
M 9.500 M 31.700 M 2.000 0.010 0 0 0 0 0 0.695 1.000 1.000 0.850 0 0 0 0 -
0.839 0.800 -0.180
!> END GENERATED DATA BLOCK
INT 1.38937 1.38937 1.41065 1.43093 1.4503 1.46886 1.48669 1.50385 1.5204 -
1.53639 1.55186 1.56686 1.58141 1.59554 1.60929 HEIG 0 4.572 4.90492 5.23785 -
5.57077 5.90369 6.23662 6.56954 6.90246 7.23538 7.56831 7.90123 8.23415 -
8.56708 8.9
TYPE 4 LWZ
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 260.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 2 8.900 -
M 9.500 M 31.700 M 2.000 0.010 1 0 0 0 0 0.695 1.000 1.000 0.850 0 0 0 0 -
0.839 -0.500 0.180
!> END GENERATED DATA BLOCK
INT -1.13342 -1.13342 HEIG  0  8.9
LOAD 1 LOADTYPE Seismic  TITLE EQ+X+E
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQ+X-E
UBC LOAD X 1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE EQ-X+E
UBC LOAD X -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic  TITLE EQ-X-E
UBC LOAD X -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Seismic  TITLE EQ+Z+E
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 6 LOADTYPE Seismic  TITLE EQ+Z-E
UBC LOAD Z 1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 7 LOADTYPE Seismic  TITLE EQ-Z+E
UBC LOAD Z -1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 8 LOADTYPE Seismic  TITLE EQ-Z-E
UBC LOAD Z -1 DEC 1 ACC -0.05
PERFORM ANALYSIS
CHANGE
LOAD 9 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 10 LOADTYPE Live  TITLE LL
REFERENCE LOAD
R2 1.0 
LOAD 11 LOADTYPE Wind  TITLE WL+X
WIND LOAD X 1 TYPE 1 YR 0 6.4 ZR 0 7
WIND LOAD X 1 TYPE 1 YR 6.4 8.9
WIND LOAD -X 1 TYPE 2 YR 0 6.4 ZR 0 7
WIND LOAD -X 1 TYPE 2 YR 6.4 8.9
LOAD 12 LOADTYPE Wind  TITLE WL-X
WIND LOAD X -1 TYPE 1 YR 0 6.4 ZR 0 7
WIND LOAD X -1 TYPE 1 YR 6.4 8.9
WIND LOAD -X -1 TYPE 2 YR 0 6.4 ZR 0 7
WIND LOAD -X -1 TYPE 2 YR 6.4 8.9
LOAD 13 LOADTYPE Wind  TITLE WL+Z
WIND LOAD Z 1 TYPE 3 YR 0 6.4
WIND LOAD -Z 1 TYPE 4 XR 0 27 YR 0 6.4 ZR 7 7
MEMBER LOAD
421 422 425 426 UNI Y -3.92
423 424 427 428 UNI Y 1.96
JOINT LOAD
_101 FX 0 FY -17.069 FZ 28.75 MX 0 MY 0 MZ 0
_102 FX 0 FY -7.697 FZ 0 MX 0 MY 0 MZ 0
_103 FX 0 FY 6.526 FZ 0 MX 0 MY 0 MZ 0
LOAD 14 LOADTYPE Wind  TITLE WL-Z
WIND LOAD Z -1 TYPE 3 XR 0 27 YR 0 6.4 ZR 7 7
WIND LOAD -Z -1 TYPE 4 YR 0 6.4
JOINT LOAD
_101 FX 0 FY 4.381 FZ -28.75 MX 0 MY 0 MZ 0
_102 FX 0 FY -14.509 FZ 0 MX 0 MY 0 MZ 0
_103 FX 0 FY -8.112 FZ 0 MX 0 MY 0 MZ 0
MEMBER LOAD
423 424 427 428 UNI Y -3.92
421 422 425 426 UNI Y 1.96
LOAD 15 LOADTYPE Roof Live  TITLE LLR
REFERENCE LOAD
R3 1.0 
MEMBER LOAD
421 TO 428 UNI GY -2.3
LOAD COMB 101 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (1)
9 1.2 15 1.6 11 0.5 
LOAD COMB 102 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (2)
9 1.2 15 1.6 12 0.5 
LOAD COMB 103 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (3)
9 1.2 15 1.6 13 0.5 
LOAD COMB 104 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (4)
9 1.2 15 1.6 14 0.5 
LOAD COMB 105 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (1)
9 1.2 10 0.5 15 0.5 11 1.0 
LOAD COMB 106 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (2)
9 1.2 10 0.5 15 0.5 12 1.0 
LOAD COMB 107 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (3)
9 1.2 10 0.5 15 0.5 13 1.0 
LOAD COMB 108 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (4)
9 1.2 10 0.5 15 0.5 14 1.0 
LOAD COMB 109 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (1)
9 1.2 10 0.5 1 1.0 
LOAD COMB 110 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (2)
9 1.2 10 0.5 2 1.0 
LOAD COMB 111 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (3)
9 1.2 10 0.5 3 1.0 
LOAD COMB 112 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (4)
9 1.2 10 0.5 4 1.0 
LOAD COMB 113 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (5)
9 1.2 10 0.5 5 1.0 
LOAD COMB 114 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (6)
9 1.2 10 0.5 6 1.0 
LOAD COMB 115 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (7)
9 1.2 10 0.5 7 1.0 
LOAD COMB 116 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (8)
9 1.2 10 0.5 8 1.0 
LOAD COMB 117 ULC, 0.9 DEAD + 1 WIND (1)
9 0.9 11 1.0 
LOAD COMB 118 ULC, 0.9 DEAD + 1 WIND (2)
9 0.9 12 1.0 
LOAD COMB 119 ULC, 0.9 DEAD + 1 WIND (3)
9 0.9 13 1.0 
LOAD COMB 120 ULC, 0.9 DEAD + 1 WIND (4)
9 0.9 14 1.0 
LOAD COMB 121 ULC, 0.9 DEAD + 1 SEISMIC (1)
9 0.9 1 1.0 
LOAD COMB 122 ULC, 0.9 DEAD + 1 SEISMIC (2)
9 0.9 2 1.0 
LOAD COMB 123 ULC, 0.9 DEAD + 1 SEISMIC (3)
9 0.9 3 1.0 
LOAD COMB 124 ULC, 0.9 DEAD + 1 SEISMIC (4)
9 0.9 4 1.0 
LOAD COMB 125 ULC, 0.9 DEAD + 1 SEISMIC (5)
9 0.9 5 1.0 
LOAD COMB 126 ULC, 0.9 DEAD + 1 SEISMIC (6)
9 0.9 6 1.0 
LOAD COMB 127 ULC, 0.9 DEAD + 1 SEISMIC (7)
9 0.9 7 1.0 
LOAD COMB 128 ULC, 0.9 DEAD + 1 SEISMIC (8)
9 0.9 8 1.0 
LOAD COMB 201 ULC, 1.4 DEAD
9 1.4 
LOAD COMB 202 ULC, 1.2 DEAD + 1.6 LIVE + 0.5 ROOF LIVE
9 1.2 10 1.6 15 0.5 
LOAD COMB 203 ULC, 1.2 DEAD + 0.5 LIVE + 1.6 ROOF LIVE
9 1.2 10 0.5 15 1.6 
LOAD COMB 204 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (1)
9 1.2 15 1.6 11 0.5 
LOAD COMB 205 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (2)
9 1.2 15 1.6 12 0.5 
LOAD COMB 206 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (3)
9 1.2 15 1.6 13 0.5 
LOAD COMB 207 ULC, 1.2 DEAD + 1.6 ROOF LIVE + 0.5 WIND (4)
9 1.2 15 1.6 14 0.5 
LOAD COMB 208 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (1)
9 1.2 10 0.5 15 0.5 11 1.0 
LOAD COMB 209 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (2)
9 1.2 10 0.5 15 0.5 12 1.0 
LOAD COMB 210 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (3)
9 1.2 10 0.5 15 0.5 13 1.0 
LOAD COMB 211 ULC, 1.2 DEAD + 0.5 LIVE + 0.5 ROOF LIVE + 1 WIND (4)
9 1.2 10 0.5 15 0.5 14 1.0 
LOAD COMB 212 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (1)
9 1.53 10 0.5 1 1.0 
LOAD COMB 213 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (2)
9 1.53 10 0.5 2 1.0 
LOAD COMB 214 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (3)
9 1.53 10 0.5 3 1.0 
LOAD COMB 215 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (4)
9 1.53 10 0.5 4 1.0 
LOAD COMB 216 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (5)
9 1.53 10 0.5 5 1.0 
LOAD COMB 217 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (6)
9 1.53 10 0.5 6 1.0 
LOAD COMB 218 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (7)
9 1.53 10 0.5 7 1.0 
LOAD COMB 219 ULC, 1.53 DEAD + 0.5 LIVE + 1 SEISMIC (8)
9 1.53 10 0.5 8 1.0 
LOAD COMB 220 ULC, 1.23 DEAD + 1 SEISMIC (1)
9 1.23 1 1.0 
LOAD COMB 221 ULC, 1.23 DEAD + 1 SEISMIC (2)
9 1.23 2 1.0 
LOAD COMB 222 ULC, 1.23 DEAD + 1 SEISMIC (3)
9 1.23 3 1.0 
LOAD COMB 223 ULC, 1.23 DEAD + 1 SEISMIC (4)
9 1.23 4 1.0 
LOAD COMB 224 ULC, 1.23 DEAD + 1 SEISMIC (5)
9 1.23 5 1.0 
LOAD COMB 225 ULC, 1.23 DEAD + 1 SEISMIC (6)
9 1.23 6 1.0 
LOAD COMB 226 ULC, 1.23 DEAD + 1 SEISMIC (7)
9 1.23 7 1.0 
LOAD COMB 227 ULC, 1.23 DEAD + 1 SEISMIC (8)
9 1.23 8 1.0 
LOAD COMB 228 ULC, 0.57 DEAD + 1 SEISMIC (1)
9 0.57 1 1.0 
LOAD COMB 229 ULC, 0.57 DEAD + 1 SEISMIC (2)
9 0.57 2 1.0 
LOAD COMB 230 ULC, 0.57 DEAD + 1 SEISMIC (3)
9 0.57 3 1.0 
LOAD COMB 231 ULC, 0.57 DEAD + 1 SEISMIC (4)
9 0.57 4 1.0 
LOAD COMB 232 ULC, 0.57 DEAD + 1 SEISMIC (5)
9 0.57 5 1.0 
LOAD COMB 233 ULC, 0.57 DEAD + 1 SEISMIC (6)
9 0.57 6 1.0 
LOAD COMB 234 ULC, 0.57 DEAD + 1 SEISMIC (7)
9 0.57 7 1.0 
LOAD COMB 235 ULC, 0.57 DEAD + 1 SEISMIC (8)
9 0.57 8 1.0 
LOAD COMB 236 ULC, 0.9 DEAD + 1 WIND (1)
9 0.9 11 1.0 
LOAD COMB 237 ULC, 0.9 DEAD + 1 WIND (2)
9 0.9 12 1.0 
LOAD COMB 238 ULC, 0.9 DEAD + 1 WIND (3)
9 0.9 13 1.0 
LOAD COMB 239 ULC, 0.9 DEAD + 1 WIND (4)
9 0.9 14 1.0 
PERFORM ANALYSIS
LOAD LIST 101 TO 128
PRINT STORY DRIFT 0.004200
LOAD LIST 201 TO 239
START CONCRETE DESIGN
CODE ACI 2011
CLB 0.04 MEMB 131 138 139 146 TO 148 235 TO 290 321 TO 353 421 TO 428
CLS 0.04 MEMB 159 TO 162 164 TO 166 168 TO 170 172 TO 174 176 TO 178 -
180 TO 187 211 TO 234 311 312
CLT 0.04 MEMB 131 138 139 146 TO 148 235 TO 290 321 TO 353 421 TO 428
FC 21000 ALL
FYMAIN 276000 ALL
FYSEC 227000 ALL
MAXMAIN 25 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
TRACK 2 ALL
DESIGN BEAM 131 138 139 146 TO 148 235 TO 290 321 TO 353 421 TO 428
DESIGN COLUMN 159 TO 162 164 TO 166 168 TO 170 172 TO 174 176 TO 178 -
180 TO 187 211 TO 234 311 312
END CONCRETE DESIGN
FINISH
