STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-Aug-10
END JOB INFORMATION
INPUT WIDTH 79
****************************************************************
UNIT METER KN
JOINT COORDINATES
4 42 1.5 20.55; 35 0 1.5 20.55; 39 21 4.5 20.55; 40 42 0 20.55; 41 0 0 20.55;
42 2.99957 0 20.55; 43 6.00014 0 20.55; 44 8.9997 0 20.55; 45 12.0003 0 20.55;
46 14.9999 0 20.55; 47 18.0004 0 20.55; 48 21 0 20.55; 49 23.9996 0 20.55;
50 26.9991 0 20.55; 51 29.9997 0 20.55; 52 33.0003 0 20.55; 53 35.9999 0 20.55;
54 39.0004 0 20.55; 67 18.0004 4.5 20.55; 68 14.9999 4 20.55;
69 12.0001 3.5 20.55; 70 8.9999 3 20.55; 71 6.00007 2.5 20.55;
72 2.99974 2 20.55; 73 23.9996 4.5 20.55; 74 26.9991 4 20.55;
75 29.9997 3.5 20.55; 76 33.0003 3 20.55; 77 35.9999 2.5 20.55;
78 39.0004 2 20.55; 79 0 1.5 27.4; 80 2.99974 2 27.4; 81 42 1.5 27.4;
82 39.0004 2 27.4; 83 0 0 27.4; 84 2.99957 0 27.4; 85 42 0 27.4;
86 6.00014 0 27.4; 87 8.9997 0 27.4; 88 12.0003 0 27.4; 89 14.9999 0 27.4;
90 18.0004 0 27.4; 91 21 0 27.4; 92 23.9996 0 27.4; 93 26.9991 0 27.4;
94 29.9997 0 27.4; 95 33.0003 0 27.4; 96 35.9999 0 27.4; 97 39.0004 0 27.4;
98 21 4.5 27.4; 99 18.0004 4.5 27.4; 100 14.9999 4 27.4; 101 12.0001 3.5 27.4;
102 9 3 27.4; 103 6.00007 2.5 27.4; 104 23.9996 4.5 27.4; 105 26.9991 4 27.4;
106 29.9997 3.5 27.4; 107 33.0003 3 27.4; 108 35.9999 2.5 27.4; 109 0 0 34.25;
117 0 0 41.1; 125 0 0 47.95; 127 6.00014 0 47.95; 128 12.0003 0 47.95;
129 18.0004 0 47.95; 133 18.0004 1.5 47.95; 134 23.9996 1.00136e-005 47.95;
135 23.9996 1.5 47.95; 136 0 1.5 47.95; 141 12.0001 3.5 34.25;
142 6.00014 2.5 41.1; 143 6.00014 1.5 47.95; 144 12.0003 1.5 47.95;
145 0 1.5 41.1; 146 0 1.5 34.25; 147 42 0 34.25; 148 42 0 41.1; 149 42 0 47.95;
150 35.9999 0 47.95; 151 29.9997 0 47.95; 152 42 1.5 47.95;
153 29.9999 3.5 34.25; 154 35.9999 2.5 41.1; 155 35.9999 1.5 47.95;
156 29.9997 1.5 47.95; 157 42 1.5 41.1; 158 42 1.5 34.25; 160 0 0 13.7;
161 0 0 6.85; 162 0 0 0; 163 6.00014 0 0; 164 12.0003 0 0; 165 18.0004 0 0;
166 18.0004 1.5 0; 167 23.9996 1.00136e-005 0; 168 23.9996 1.5 0; 169 0 1.5 0;
170 12.0001 3.5 13.7; 171 6.00014 2.5 6.85; 172 6.00014 1.5 0;
173 12.0003 1.5 0; 174 0 1.5 6.85; 175 0 1.5 13.7; 176 42 0 13.7;
177 42 0 6.85; 178 42 0 0; 179 35.9999 0 0; 180 29.9997 0 0; 181 42 1.5 0;
182 29.9999 3.5 13.7; 183 35.9999 2.5 6.85; 184 35.9999 1.5 0;
185 29.9997 1.5 0; 186 42 1.5 6.85; 187 42 1.5 13.7; 188 21 4.5 23.975;
189 21 5.164 23.975; 190 18 2.5 41.1; 191 18.0004 3.5 34.25;
192 23.9996 2.5 41.1; 193 23.9996 3.5 34.25; 194 18.0004 2.5 6.85;
195 18.0004 3.5 13.7; 196 23.9996 2.5 6.85; 197 23.9996 3.5 13.7;
198 12.0002 2.5 41.1; 199 6.00005 2.5 34.25; 200 29.9998 2.5 41.1;
201 36 2.5 34.25; 202 12.0002 2.5 6.85; 203 6.00005 2.5 13.7;
204 29.9998 2.5 6.85; 205 36 2.5 13.7;
MEMBER INCIDENCES
81 35 72; 82 4 78; 83 41 42; 84 40 4; 85 41 35; 86 42 43; 87 43 44; 88 44 45;
89 45 46; 90 46 47; 91 47 48; 92 48 49; 93 49 50; 94 50 51; 95 51 52; 96 52 53;
97 53 54; 98 54 40; 99 48 39; 100 47 67; 101 46 68; 102 45 69; 103 44 70;
104 43 71; 105 42 72; 106 49 73; 107 50 74; 108 51 75; 109 52 76; 110 53 77;
111 54 78; 112 67 39; 113 68 67; 114 69 68; 115 70 69; 116 71 70; 117 72 71;
118 73 39; 119 74 73; 120 75 74; 121 76 75; 122 77 76; 123 78 77; 124 47 39;
125 46 67; 126 45 68; 127 44 69; 128 43 70; 129 42 71; 130 41 72; 131 49 39;
132 50 73; 133 51 74; 134 52 75; 135 53 76; 136 54 77; 137 40 78; 138 79 80;
139 81 82; 140 83 84; 141 85 81; 142 83 79; 143 84 86; 144 86 87; 145 87 88;
146 88 89; 147 89 90; 148 90 91; 149 91 92; 150 92 93; 151 93 94; 152 94 95;
153 95 96; 154 96 97; 155 97 85; 156 91 98; 157 90 99; 158 89 100; 159 88 101;
160 87 102; 161 86 103; 162 84 80; 163 92 104; 164 93 105; 165 94 106;
166 95 107; 167 96 108; 168 97 82; 169 99 98; 170 100 99; 171 101 100;
172 102 101; 173 103 102; 174 80 103; 175 104 98; 176 105 104; 177 106 105;
178 107 106; 179 108 107; 180 82 108; 181 90 98; 182 89 99; 183 88 100;
184 87 101; 185 86 102; 186 84 103; 187 83 80; 188 92 98; 189 93 104;
190 94 105; 191 95 106; 192 96 107; 193 97 108; 194 85 82; 195 129 133;
197 133 190; 198 134 135; 199 135 192; 200 125 136; 202 136 142; 210 141 99;
211 142 141; 212 127 143; 213 128 144; 214 143 142; 215 144 198; 216 117 145;
217 145 142; 218 109 146; 219 146 199; 220 149 152; 221 152 154; 222 153 104;
223 154 153; 224 150 155; 225 151 156; 226 155 154; 227 156 200; 228 148 157;
229 157 154; 230 147 158; 231 158 201; 234 165 166; 235 166 194; 236 167 168;
237 168 196; 238 162 169; 239 169 171; 240 170 67; 241 171 170; 242 163 172;
243 164 173; 244 172 171; 245 173 202; 246 161 174; 247 174 171; 248 160 175;
249 175 203; 250 178 181; 251 181 183; 252 182 73; 253 183 182; 254 179 184;
255 180 185; 256 184 183; 257 185 204; 258 177 186; 259 186 183; 260 176 187;
261 187 205; 262 97 54; 263 96 53; 264 95 52; 265 94 51; 266 93 50; 267 92 49;
268 91 48; 269 90 47; 270 89 46; 271 88 45; 272 87 44; 273 86 43; 274 84 42;
277 188 189; 278 99 189; 279 104 189; 280 73 189; 281 67 189; 282 79 35;
283 80 72; 284 103 71; 285 102 70; 286 101 69; 287 100 68; 288 99 67;
289 104 73; 290 105 74; 291 106 75; 292 107 76; 293 108 77; 294 82 78;
295 81 4; 296 190 191; 297 191 99; 298 192 193; 299 193 104; 300 194 195;
301 195 67; 302 196 197; 303 197 73; 304 198 141; 305 199 141; 306 200 153;
307 201 153; 308 202 170; 309 203 170; 310 204 182; 311 205 182; 312 136 143;
313 143 144; 314 144 133; 315 133 135; 316 135 156; 317 156 155; 318 155 152;
319 136 145; 320 145 146; 321 152 157; 322 157 158; 323 175 174; 324 174 169;
325 169 172; 326 172 173; 327 173 166; 328 166 168; 329 168 185; 330 185 184;
331 184 181; 332 181 186; 333 186 187; 334 146 79; 335 175 35; 336 158 81;
337 187 4; 338 142 198; 339 198 190; 340 190 192; 341 192 200; 342 200 154;
343 141 191; 344 191 193; 345 193 153; 346 171 202; 347 202 194; 348 194 196;
349 196 204; 350 204 183; 351 170 195; 352 195 197; 353 197 182; 354 142 199;
355 154 201; 356 171 203; 357 183 205; 358 99 188; 359 67 188; 360 98 188;
361 188 73; 362 188 104; 363 188 39;
****************************************************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2e+008
POISSON 0.3
DENSITY 76.9822
ALPHA 6.5e-006
DAMP 0.03
END DEFINE MATERIAL
****************************************************************
****************************************************************
MEMBER PROPERTY INDIAN
81 82 113 TO 117 119 TO 123 138 139 170 TO 174 176 TO 179 -
180 TAPERED 0.316 0.004 0.316 0.15 0.008
MEMBER PROPERTY INDIAN
83 86 TO 98 140 143 TO 155 TAPERED 0.216 0.004 0.216 0.15 0.008
84 85 141 142 TAPERED 0.42 0.005 0.42 0.2 0.01
MEMBER PROPERTY TATASTRUCTURA
99 100 102 106 108 156 157 159 163 165 TABLE ST 80X80X4.0SHS
101 107 158 164 TABLE ST 80X80X4.0SHS
103 TO 105 109 TO 111 160 TO 162 166 TO 168 TABLE ST 80X80X4.0SHS
127 128 134 135 184 185 191 192 TABLE ST 80X80X4.0SHS
125 129 130 132 136 137 182 186 187 189 193 194 TABLE ST 150X150X5.0SHS
124 126 131 133 181 183 188 190 TABLE ST 80X80X4.0SHS
MEMBER PROPERTY TATASTRUCTURA
358 359 361 362 TAPERED 0.37 0.004 0.37 0.2 0.01
MEMBER PROPERTY TATASTRUCTURA
288 289 TAPERED 0.232 0.008 0.232 0.2 0.01
MEMBER PROPERTY TATASTRUCTURA
277 TO 281 TAPERED 0.216 0.004 0.216 0.15 0.008
MEMBER PROPERTY COLDFORMED INDIAN
312 TO 337 TABLE ST 200ZS60X2
MEMBER PROPERTY TATASTRUCTURA
212 216 224 228 242 246 254 258 TAPERED 0.366 0.005 0.516 0.15 0.008
214 217 226 229 244 247 256 259 TAPERED 0.516 0.005 0.366 0.18 0.008
213 218 225 230 243 248 255 260 TAPERED 0.366 0.006 0.716 0.18 0.008
215 219 227 231 245 249 257 261 TAPERED 0.716 0.005 0.416 0.225 0.008
304 TO 311 TAPERED 0.416 0.004 0.366 0.2 0.008
195 198 234 236 TAPERED 0.366 0.008 0.866 0.2 0.008
197 199 235 237 TAPERED 0.87 0.006 0.37 0.3 0.01
296 298 300 302 TAPERED 0.37 0.005 0.72 0.255 0.01
297 299 301 303 TAPERED 0.72 0.005 0.37 0.3 0.01
200 220 238 250 TAPERED 0.366 0.005 0.366 0.15 0.008
202 221 239 251 TAPERED 0.366 0.005 0.366 0.2 0.008
211 223 241 253 TAPERED 0.366 0.005 0.616 0.24 0.008
210 222 240 252 TAPERED 0.632 0.005 0.382 0.3 0.016
MEMBER PROPERTY TATASTRUCTURA
112 118 169 175 TAPERED 0.316 0.004 0.316 0.18 0.008
MEMBER PROPERTY INDIAN
262 TO 274 282 TO 287 290 TO 295 338 TO 357 360 363 TABLE ST PIP1016M
CONSTANTS
BETA 90 MEMB 195 198 212 213 224 225 234 236 242 243 254 255
BETA 45 MEMB 200 220 238 250
MATERIAL STEEL ALL
****************************************************************
****************************************************************
SUPPORTS
40 41 83 85 109 117 125 127 TO 129 134 147 TO 151 160 TO 165 167 176 TO 179 -
180 PINNED
MEMBER RELEASE
210 214 217 222 226 229 240 244 247 252 256 259 297 299 301 303 TO 310 -
311 END MY MZ
278 TO 281 START MY MZ
278 TO 281 END MY MZ
****************************************************************
DEFINE 1893 LOAD
ZONE 0.24 RF 5 I 1.5 SS 2 ST 2
MEMBER WEIGHT
81 82 112 TO 123 138 139 169 TO 180 UNI 2.654
****************************************************************
********************** EARTHQUAKE LOAD **************************
LOAD 1 EQ+
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 EQ-
1893 LOAD X -1
PERFORM ANALYSIS
CHANGE
********************** DEAD LOAD *******************************
LOAD 3 DEAD LOAD DL
SELFWEIGHT Y -1.15 
MEMBER LOAD
81 82 112 TO 123 138 139 169 TO 180 197 199 214 215 217 219 226 227 229 231 -
235 237 244 245 247 249 256 257 259 261 296 TO 311 UNI GY -1.03
********************** LIVE LOAD ******************************
LOAD 4 LIVE LOAD LL
MEMBER LOAD
81 82 112 TO 123 138 139 169 TO 180 195 197 TO 199 213 TO 215 217 219 225 -
226 TO 227 229 231 235 237 244 245 247 249 256 257 259 261 296 TO 310 -
311 UNI GY -3.91
JOINT LOAD
40 TO 42 54 83 TO 85 97 FY -65
********************** LIVE LOAD 2 ******************************
LOAD 18 LIVE LOAD LL2
MEMBER LOAD
81 82 112 TO 123 138 139 169 TO 180 195 197 TO 199 213 TO 215 217 219 225 -
226 TO 227 229 231 235 237 244 245 247 249 256 257 259 261 296 TO 310 -
311 UNI GY -3.91
MEMBER LOAD
83 86 TO 98 140 143 TO 155 UNI GY -6.5
******************** WIND LOAD ********************************
LOAD 5 WIND WL5 ACROSS THE RIDGE (WITH +VE CPI) RIGHT
MEMBER LOAD
82 118 TO 123 139 175 TO 180 197 199 214 215 217 219 226 227 229 231 235 237 -
244 245 247 249 256 257 259 261 296 TO 311 UNI Y 5.69
81 112 TO 117 138 169 TO 174 UNI Y 3.63
********************* WIND LOAD *******************************
LOAD 6 WIND WL6 ACROSS THE RIDGE (WITH +VE CPI) LEFT
MEMBER LOAD
81 112 TO 117 138 169 TO 174 197 199 214 215 217 219 226 227 229 231 235 237 -
244 245 247 249 256 257 259 261 296 TO 311 UNI Y 5.69
82 118 TO 123 139 175 TO 180 UNI Y 3.63
********************** WIND LOAD ******************************
LOAD 7 WIND WL7 ACROSS THE RIDGE (WITH -VE CPI) RIGHT
MEMBER LOAD
82 118 TO 123 139 175 TO 180 197 199 214 215 217 219 226 227 229 231 235 237 -
244 245 247 249 256 257 259 261 296 TO 311 UNI Y 3.33
81 112 TO 117 138 169 TO 174 UNI Y 1.27
*********************** WIND LOAD *****************************
LOAD 8 WIND WL8 ACROSS THE RIDGE (WITH -VE CPI) LEFT
MEMBER LOAD
81 112 TO 117 138 169 TO 174 197 199 214 215 217 219 226 227 229 231 235 237 -
244 245 247 249 256 257 259 261 296 TO 311 UNI Y 3.33
82 118 TO 123 139 175 TO 180 UNI Y 1.27
********************** WIND LOAD ******************************
LOAD 9 WIND WL9 PARALLEL TO THE RIDGE (WITH +VE CPI)
MEMBER LOAD
82 118 TO 123 139 175 TO 180 197 199 214 215 217 219 226 227 229 231 235 237 -
244 245 247 249 256 257 259 261 296 TO 311 UNI Y 5.69
81 112 TO 117 138 169 TO 174 UNI Y 5.69
**********************************************************
***************** LOAD COBINATIONS ***********************
**********************************************************
*****************  DEAD + EARTHQUAKE ***********************
LOAD COMB 10 (1.0 DL + 1.0 EQ+X)
3 1.0 1 1.0 
LOAD COMB 11 ( 1.0 DL + 1.0 EQ-X)
3 1.0 2 1.0 
*****************  DEAD + LIVE ***********************
LOAD COMB 12 (1.0 DL + 1.0 LL )
3 1.0 4 1.0 
LOAD COMB 19 (1.0 DL + 1.0 LL2 )
3 1.0 18 1.0 
******************** DEAD + WIND ***************************
LOAD COMB 13 (.6 DL + 1 WL5)
3 0.6 5 1.0 
LOAD COMB 14 (.6 DL + 1 WL6)
3 0.6 6 1.0 
LOAD COMB 15 (.6 DL + 1 WL7)
3 0.6 7 1.0 
LOAD COMB 16 (.6 DL + 1 WL8)
3 0.6 8 1.0 
LOAD COMB 17 (.6 DL + 1 WL9)
3 0.6 9 1.0 
****************************************************************
PERFORM ANALYSIS
LOAD LIST 10 TO 17
****************************************************************
PARAMETER 1
CODE AISC
**************************************************************
****************************************************************
UNB 1.5 MEMB 197 199 202 210 211 214 215 217 219 221 TO 223 226 227 229 231 -
235 237 239 TO 241 244 245 247 249 251 TO 253 256 257 259 261 296 TO 311
UNT 1.5 MEMB 197 199 202 210 211 214 215 217 219 221 TO 223 226 227 229 231 -
235 237 239 TO 241 244 245 247 249 251 TO 253 256 257 259 261 296 TO 311
LZ 27.89 MEMB 202 210 211 221 TO 223 239 TO 241 251 TO 253
LZ 12.24 MEMB 219 231 249 261 305 307 309 311
LZ 13.97 MEMB 215 227 245 257 304 306 308 310
LZ 20.96 MEMB 197 199 235 237 296 TO 303
KZ 2 MEMB 358 359 361 362
****************************************************************
FYLD 345000 MEMB 81 TO 98 112 TO 123 138 TO 155 169 TO 180 195 197 TO 200 -
202 210 TO 231 234 TO 261 277 TO 281 296 TO 311 358 359 361 362
CHECK CODE MEMB 81 TO 195 197 TO 200 202 210 TO 231 234 TO 261 277 TO 281 -
288 289 296 TO 311 358 359 361 362

PRINT MEMBER FORCES LIST 138 TO 194 198 TO 200 202 210 211 225 227 246 247 -
298 299 306
PRINT JOINT DISPLACEMENTS LIST 79 TO 108 125 134 TO 136 141 142 151 153 156 -
161 171 174 192 193 200
PRINT SUPPORT REACTION LIST 40 41 83 85 109 117 125 127 TO 129 134 -
147 TO 151 160 TO 165 167 176 TO 180
***************************************************************
FINISH
