STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 13-Sep-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
8 3.25121 0 10.0584; 10 7.31501 0 1.2192; 21 0 4.29301 0; 22 9.75362 5.51201 0;
23 0 4.29281 10.058; 28 7.31521 0 10.0584; 33 0 4.29301 11.277;
42 0 4.29298 1.2192; 43 0 4.29294 3.42901; 44 0 4.2929 5.63881;
45 0 4.29285 7.84862; 46 9.75362 5.51201 11.2776; 47 3.25101 4.69901 10.058;
51 9.75362 5.51201 1.2192; 52 9.75362 5.51201 3.42901;
53 9.75362 5.51201 5.63881; 54 9.75362 5.51201 7.84862;
55 9.75362 5.51201 10.0584; 56 1.08374 4.42845 11.2771;
57 2.16747 4.56401 11.2772; 58 3.25121 4.69934 11.2772;
59 4.33501 4.83479 11.2773; 60 5.41868 4.97023 11.2774;
61 6.50241 5.10568 11.2774; 62 7.58615 5.24112 11.2775;
63 8.66988 5.37657 11.2776; 104 1.08374 4.42845 0; 105 2.16747 4.5639 0;
106 3.25121 4.69934 0; 107 4.33494 4.83479 0; 108 5.41868 4.97023 0;
109 6.50241 5.10568 0; 110 7.58615 5.24112 0; 111 8.66988 5.37656 0;
112 3.25081 4.69901 1.219; 113 3.25061 0 1.2194; 115 1.08374 4.42843 1.2192;
116 2.16747 4.56391 1.2192; 118 4.33495 4.83479 1.2192;
119 5.41868 4.97023 1.2192; 120 6.50241 5.10568 1.2192;
121 7.58615 5.24112 1.2192; 122 8.66988 5.37657 1.2192;
123 1.08375 4.42839 3.42901; 124 2.16747 4.56393 3.42901;
125 3.25121 4.69934 3.42901; 126 4.33496 4.83479 3.42901;
127 5.41868 4.97023 3.42901; 128 6.50241 5.10568 3.42901;
129 7.58615 5.24112 3.42901; 130 8.66988 5.37657 3.42901;
131 1.08375 4.42836 5.63881; 132 2.16747 4.56395 5.63881;
133 3.25121 4.69934 5.63881; 134 4.33497 4.83479 5.63881;
135 5.41868 4.97023 5.63881; 136 6.50241 5.10568 5.63881;
137 7.58615 5.24112 5.63881; 138 8.66988 5.37657 5.63881;
139 1.08376 4.42831 7.84862; 140 2.16747 4.56398 7.84862;
141 3.25121 4.69934 7.84862; 142 4.33499 4.83479 7.84862;
143 5.41868 4.97023 7.84862; 144 6.50241 5.10568 7.84862;
145 7.58615 5.24112 7.84862; 146 8.66988 5.37657 7.84862;
147 1.08376 4.42828 10.058; 148 2.16747 4.564 10.0584;
150 4.335 4.83479 10.0584; 151 5.41868 4.97023 10.0584;
152 6.50241 5.10568 10.0584; 153 7.58615 5.24112 10.0584;
154 8.66988 5.37657 10.0584; 160 7.31516 5.20725 1.21905;
161 7.3155 5.2073 10.0581; 162 7.31524 5.20726 3.42901;
163 7.31533 5.20727 5.63881; 164 7.31542 5.20728 7.84862;
MEMBER INCIDENCES
3 10 160; 8 21 104; 11 21 42; 24 42 43; 25 43 44; 26 44 45; 27 45 23; 28 22 51;
29 33 56; 32 47 8; 35 28 161; 36 23 33; 38 161 164; 39 51 52; 40 52 53;
42 53 54; 44 54 55; 46 55 46; 48 42 115; 49 43 123; 50 44 131; 51 45 139;
52 23 147; 157 111 122; 158 62 153; 159 109 120; 160 60 151; 161 107 118;
162 58 47; 163 105 116; 164 56 147; 165 47 141; 166 113 112; 167 104 105;
168 105 106; 169 106 107; 170 107 108; 171 108 109; 172 109 110; 173 110 111;
174 111 22; 175 115 116; 176 115 104; 178 116 124; 179 116 112; 181 112 106;
182 112 118; 184 118 126; 185 118 119; 187 119 108; 188 119 120; 190 120 128;
191 120 160; 193 121 110; 194 121 122; 196 122 130; 197 122 51; 199 123 124;
200 123 115; 202 124 132; 203 124 125; 205 125 112; 206 125 126; 208 126 134;
209 126 127; 211 127 119; 212 127 128; 214 128 136; 215 128 162; 217 129 121;
218 129 130; 220 130 138; 221 130 52; 223 131 132; 224 131 123; 226 132 140;
227 132 133; 229 133 125; 230 133 134; 232 134 142; 233 134 135; 235 135 127;
236 135 136; 238 136 144; 239 136 163; 241 137 129; 242 137 138; 244 138 146;
245 138 53; 247 139 140; 248 139 131; 250 140 148; 251 140 141; 253 141 133;
254 141 142; 256 142 150; 257 142 143; 259 143 135; 260 143 144; 262 144 152;
263 144 164; 265 145 137; 266 145 146; 268 146 154; 269 146 54; 271 147 148;
272 147 139; 274 148 57; 275 148 47; 278 47 150; 280 150 59; 281 150 151;
283 151 143; 284 151 152; 286 152 61; 287 152 161; 289 153 145; 290 153 154;
292 154 63; 293 154 55; 294 56 57; 295 57 58; 296 58 59; 297 59 60; 298 60 61;
299 61 62; 300 62 63; 301 63 46; 304 160 121; 305 161 153; 306 162 160;
307 163 162; 308 164 163; 309 162 129; 310 163 137; 311 164 145;
START GROUP DEFINITION
FLOOR
_ROOF 8 11 24 TO 29 36 39 40 42 44 46 48 TO 52 157 TO 164 167 TO 176 178 179 -
181 182 184 185 187 188 190 191 193 194 196 197 199 200 202 203 205 206 208 -
209 211 212 214 215 217 218 220 221 223 224 226 227 229 230 232 233 235 236 -
238 239 241 242 244 245 247 248 250 251 253 254 256 257 259 260 262 263 265 -
266 268 269 271 272 274 275 278 280 281 283 284 286 287 289 290 292 TO 301 -
304 305 309 TO 311
MEMBER
_W 38 165 306 TO 308
_COL 3 32 35 166
END GROUP DEFINITION
SUPPORTS
8 10 28 113 FIXED
UNIT METER KG
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.03889e+10
POISSON 0.3
DENSITY 7833.37
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 2.53104e+07 FU 4.07779e+07 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
3 8 11 24 TO 29 32 35 36 38 TO 40 42 44 46 48 TO 52 157 TO 176 178 179 181 -
182 184 185 187 188 190 191 193 194 196 197 199 200 202 203 205 206 208 209 -
211 212 214 215 217 218 220 221 223 224 226 227 229 230 232 233 235 236 238 -
239 241 242 244 245 247 248 250 251 253 254 256 257 259 260 262 263 265 266 -
268 269 271 272 274 275 278 280 281 283 284 286 287 289 290 292 TO 301 304 -
305 TO 311 TABLE ST W12X40
CONSTANTS
MATERIAL STEEL ALL
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF LOAD CASE 1 - DL
SELFWEIGHT Y -1 
FLOOR LOAD
_ROOF FLOAD 0.3 GY INCLINED
_ROOF FLOAD 1.275 GY INCLINED
END DEFINE REFERENCE LOADS
*UNIT METER KN
*PARAMETER 1
*CODE AISC
*RATIO 0.88 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
*181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
*238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*TRACK 0 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 181 -
*184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 238 -
*241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*SELECT OPTIMIZED
*GROUP MEMB 8 11 24 TO 29 36 39 40 42 44 46 48 TO 52 157 TO 164 167 TO 176 -
*178 179 181 182 184 185 187 188 190 191 193 194 196 197 199 200 202 203 205 -
*206 208 209 211 212 214 215 217 218 220 221 223 224 226 227 229 230 232 233 -
*235 236 238 239 241 242 244 245 247 248 250 251 253 254 256 257 259 260 262 -
*263 265 266 268 269 271 272 274 275 278 280 281 283 284 286 287 289 290 292 -
*293
*GROUP MEMB 3 32 35 166
*GROUP MEMB 38 165
*PERFORM ANALYSIS
*PARAMETER 2
*CODE AISC
*FYLD 250000 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
*181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
*238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*RATIO 0.9 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
*181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
*238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*TRACK 0 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 181 -
*184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 238 -
*241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*CHECK CODE MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
*181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
*238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292
*UNIT METER KG
*DEFINE MATERIAL START
*ISOTROPIC STEEL
*E 2.03889e+10
*POISSON 0.3
*DENSITY 7833.37
*ALPHA 6.5e-06
*DAMP 0.03
*TYPE STEEL
*STRENGTH FY 2.53104e+07 FU 4.07779e+07 RY 1.5 RT 1.2
*END DEFINE MATERIAL
*MEMBER PROPERTY AMERICAN
*3 8 11 24 TO 29 32 35 36 38 TO 40 42 44 46 48 TO 52 157 TO 176 178 179 181 -
*182 184 185 187 188 190 191 193 194 196 197 199 200 202 203 205 206 208 209 -
*211 212 214 215 217 218 220 221 223 224 226 227 229 230 232 233 235 236 238 -
*239 241 242 244 245 247 248 250 251 253 254 256 257 259 260 262 263 265 266 -
*268 269 271 272 274 275 278 280 281 283 284 286 287 289 290 292 -
*293 TABLE ST W12X40
*CONSTANTS
*MATERIAL STEEL ALL
LOAD 1 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 1.0 
LOAD 2 LOADTYPE Wind  TITLE WL
FLOOR LOAD
_ROOF FLOAD 0.3 GY INCLINED
_ROOF FLOAD 1.275 GY INCLINED
LOAD COMB 3 GENERATED UBC-1997 TABLE1 1
1 1.4 
LOAD COMB 4 GENERATED UBC-1997 TABLE1 2
1 1.2 
LOAD COMB 5 GENERATED UBC-1997 TABLE1 3
1 1.2 2 0.8 
LOAD COMB 6 GENERATED UBC-1997 TABLE1 4
1 1.2 2 1.3 
LOAD COMB 7 GENERATED UBC-1997 TABLE1 5
1 0.9 
LOAD COMB 8 GENERATED UBC-1997 TABLE1 6
1 0.9 2 1.3 
LOAD COMB 9 GENERATED UBC-1997 TABLE1 7
1 0.9 2 -1.3 
PERFORM ANALYSIS
UNIT METER KN
PARAMETER 1
CODE AISC
RATIO 0.88 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 306 -
307 TO 308
TRACK 0 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 181 -
184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 238 -
241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 -
306 TO 308
SELECT OPTIMIZED
GROUP MEMB 8 11 24 TO 29 36 39 40 42 44 46 48 TO 52 157 TO 164 167 TO 176 -
178 179 181 182 184 185 187 188 190 191 193 194 196 197 199 200 202 203 205 -
206 208 209 211 212 214 215 217 218 220 221 223 224 226 227 229 230 232 233 -
235 236 238 239 241 242 244 245 247 248 250 251 253 254 256 257 259 260 262 -
263 265 266 268 269 271 272 274 275 278 280 281 283 284 286 287 289 290 292 -
293 TO 301 304 305 309 TO 311
GROUP MEMB 3 32 35 166 
GROUP MEMB 38 165 306 TO 308 
PERFORM ANALYSIS
PARAMETER 2
CODE AISC
FYLD 250000 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 306 -
307 TO 308
RATIO 0.9 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 306 -
307 TO 308
TRACK 0 MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 181 -
184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 238 -
241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 -
306 TO 308
CHECK CODE MEMB 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 178 -
181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 235 -
238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 306 -
307 TO 308
STEEL TAKE OFF LIST 3 11 24 TO 28 32 35 36 38 TO 40 42 44 46 157 TO 166 176 -
178 181 184 187 190 193 196 200 202 205 208 211 214 217 220 224 226 229 232 -
235 238 241 244 248 250 253 256 259 262 265 268 272 274 280 283 286 289 292 -
306 TO 308
FINISH
