Hi in my design i am getting warning of instability at joints in direction of MX , please help me out give me the solutions for a safe design
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 23-DEC-2016
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
176 0 0 0; 177 0 6 0; 178 15.24 7.524 0; 179 30.48 0 0; 180 30.48 6 0;
181 21.21 6.927 0; 182 9.27 6.927 0; 183 8 0 0; 185 22.48 0 0; 187 8 6.8 0;
188 22.48 6.8 0; 189 13.74 0 0; 190 13.74 7.374 0; 191 0 0 7.7; 192 0 6 7.7;
193 15.24 7.524 7.7; 194 30.48 0 7.7; 195 30.48 6 7.7; 196 21.21 6.927 7.7;
197 9.27 6.927 7.7; 198 8 6.8 7.7; 199 22.48 6.8 7.7; 200 13.74 7.374 7.7;
201 0 0 15.4; 202 0 6 15.4; 203 15.24 7.524 15.4; 204 30.48 0 15.4;
205 30.48 6 15.4; 206 21.21 6.927 15.4; 207 9.27 6.927 15.4; 208 8 6.8 15.4;
209 22.48 6.8 15.4; 210 13.74 7.374 15.4; 211 0 0 23.1; 212 0 6 23.1;
213 15.24 7.524 23.1; 214 30.48 0 23.1; 215 30.48 6 23.1; 216 21.21 6.927 23.1;
217 9.27 6.927 23.1; 218 8 6.8 23.1; 219 22.48 6.8 23.1; 220 13.74 7.374 23.1;
221 0 0 30.8; 222 0 6 30.8; 223 15.24 7.524 30.8; 224 30.48 0 30.8;
225 30.48 6 30.8; 226 21.21 6.927 30.8; 227 9.27 6.927 30.8; 228 8 6.8 30.8;
229 22.48 6.8 30.8; 230 13.74 7.374 30.8; 231 0 0 38.5; 232 0 6 38.5;
233 15.24 7.524 38.5; 234 30.48 0 38.5; 235 30.48 6 38.5; 236 21.21 6.927 38.5;
237 9.27 6.927 38.5; 238 8 6.8 38.5; 239 22.48 6.8 38.5; 240 13.74 7.374 38.5;
241 0 0 46.2; 242 0 6 46.2; 243 15.24 7.524 46.2; 244 30.48 0 46.2;
245 30.48 6 46.2; 246 21.21 6.927 46.2; 247 9.27 6.927 46.2; 248 8 6.8 46.2;
249 22.48 6.8 46.2; 250 13.74 7.374 46.2; 251 0 0 53.9; 252 0 6 53.9;
253 15.24 7.524 53.9; 254 30.48 0 53.9; 255 30.48 6 53.9; 256 21.21 6.927 53.9;
257 9.27 6.927 53.9; 258 8 6.8 53.9; 259 22.48 6.8 53.9; 260 13.74 7.374 53.9;
261 0 0 61.6; 262 0 6 61.6; 263 15.24 7.524 61.6; 264 30.48 0 61.6;
265 30.48 6 61.6; 266 21.21 6.927 61.6; 267 9.27 6.927 61.6; 268 8 6.8 61.6;
269 22.48 6.8 61.6; 270 13.74 7.374 61.6; 271 0 0 69.3; 272 0 6 69.3;
273 15.24 7.524 69.3; 274 30.48 0 69.3; 275 30.48 6 69.3; 276 21.21 6.927 69.3;
277 9.27 6.927 69.3; 278 8 6.8 69.3; 279 22.48 6.8 69.3; 280 13.74 7.374 69.3;
281 0 0 77; 282 0 6 77; 283 15.24 7.524 77; 284 30.48 0 77; 285 30.48 6 77;
286 21.21 6.927 77; 287 9.27 6.927 77; 288 8 6.8 77; 289 22.48 6.8 77;
290 13.74 7.374 77; 291 8 0 77; 292 22.48 0 77; 293 13.74 0 77;
294 13.74 0 7.7; 295 13.74 0 15.4; 296 13.74 0 23.1; 297 13.74 0 30.8;
298 13.74 0 38.5; 299 13.74 0 46.2; 300 13.74 0 53.9; 301 13.74 0 61.6;
302 13.74 0 69.3;
MEMBER INCIDENCES
164 176 177; 166 180 188; 167 179 180; 178 177 187; 179 181 178; 180 182 190;
181 183 187; 182 185 188; 183 187 182; 184 188 181; 185 189 190; 186 190 178;
188 177 192; 191 180 195; 194 187 198; 195 188 199; 197 191 192; 198 195 199;
199 194 195; 200 192 198; 201 196 193; 202 197 200; 203 198 197; 204 199 196;
205 200 193; 207 192 202; 210 195 205; 213 198 208; 214 199 209; 216 201 202;
217 205 209; 218 204 205; 219 202 208; 220 206 203; 221 207 210; 222 208 207;
223 209 206; 224 210 203; 226 202 212; 229 205 215; 232 208 218; 233 209 219;
235 211 212; 236 215 219; 237 214 215; 238 212 218; 239 216 213; 240 217 220;
241 218 217; 242 219 216; 243 220 213; 245 212 222; 248 215 225; 251 218 228;
252 219 229; 254 221 222; 255 225 229; 256 224 225; 257 222 228; 258 226 223;
259 227 230; 260 228 227; 261 229 226; 262 230 223; 264 222 232; 267 225 235;
270 228 238; 271 229 239; 273 231 232; 274 235 239; 275 234 235; 276 232 238;
277 236 233; 278 237 240; 279 238 237; 280 239 236; 281 240 233; 283 232 242;
286 235 245; 289 238 248; 290 239 249; 292 241 242; 293 245 249; 294 244 245;
295 242 248; 296 246 243; 297 247 250; 298 248 247; 299 249 246; 300 250 243;
302 242 252; 305 245 255; 308 248 258; 309 249 259; 311 251 252; 312 255 259;
313 254 255; 314 252 258; 315 256 253; 316 257 260; 317 258 257; 318 259 256;
319 260 253; 321 252 262; 324 255 265; 327 258 268; 328 259 269; 330 261 262;
331 265 269; 332 264 265; 333 262 268; 334 266 263; 335 267 270; 336 268 267;
337 269 266; 338 270 263; 340 262 272; 343 265 275; 346 268 278; 347 269 279;
349 271 272; 350 275 279; 351 274 275; 352 272 278; 353 276 273; 354 277 280;
355 278 277; 356 279 276; 357 280 273; 359 272 282; 362 275 285; 365 278 288;
366 279 289; 368 281 282; 369 285 289; 370 284 285; 371 282 288; 372 286 283;
373 287 290; 374 288 287; 375 289 286; 376 290 283; 377 291 288; 378 292 289;
379 293 290; 380 191 202; 381 201 192; 382 192 208; 383 202 198; 388 199 205;
389 209 195; 390 195 204; 391 194 205; 392 261 272; 393 271 262; 394 262 278;
395 272 268; 400 269 275; 401 279 265; 402 265 274; 403 264 275; 404 231 242;
405 241 232; 406 232 248; 407 242 238; 412 239 245; 413 249 235; 414 235 244;
415 234 245; 416 208 193; 417 198 203; 418 193 209; 419 203 199; 420 248 233;
421 238 243; 422 233 249; 423 243 239; 424 278 263; 425 268 273; 426 263 279;
427 273 269; 428 178 193; 429 193 203; 430 203 213; 431 213 223; 432 223 233;
433 233 243; 434 243 253; 435 253 263; 436 263 273; 437 273 283; 438 294 200;
439 295 210; 440 296 220; 441 297 230; 442 298 240; 443 299 250; 444 300 260;
445 301 270; 446 302 280; 447 190 200; 448 200 210; 449 210 220; 450 220 230;
451 230 240; 452 240 250; 453 250 260; 454 260 270; 455 270 280; 456 280 290;
START GROUP DEFINITION
MEMBER
_LTWALL 197 216 235 254 273 292 311 330 349
_LTROOF 200 202 203 205 219 221 222 224 238 240 241 243 257 259 260 262 276 -
278 279 281 295 297 298 300 314 316 317 319 333 335 336 338 352 354 355 357
_RTROOF 198 201 204 217 220 223 236 239 242 255 258 261 274 277 280 293 296 -
299 312 315 318 331 334 337 350 353 356
_RTWALL 199 218 237 256 275 294 313 332 351
_FRONT 377 TO 379
_BACK 181 182 185
_LTWALL1 164 368
_LTROOF1 178 180 183 186 371 373 374 376
_RTROOF1 166 179 184 369 372 375
_RTWALL1 167 370
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
**************************************************************
MEMBER PROPERTY INDIAN
**COLUMNS**
197 216 235 254 273 292 311 330 -
349 TAPERED 0.324 0.006 0.974 0.275 0.012 0.275 0.012
**RAFTERS**
MEMBER PROPERTY INDIAN
198 217 236 255 274 293 312 331 -
350 TAPERED 0.924 0.008 0.493 0.25 0.012 0.25 0.012
MEMBER PROPERTY INDIAN
201 220 239 258 277 296 315 334 -
353 TAPERED 0.424 0.008 1.024 0.25 0.012 0.25 0.012
MEMBER PROPERTY INDIAN
203 222 241 260 279 298 317 336 -
355 TAPERED 0.493 0.006 0.424 0.25 0.012 0.25 0.012
200 219 238 257 276 295 314 333 -
352 TAPERED 0.924 0.006 0.493 0.25 0.012 0.25 0.012
204 223 242 261 280 299 318 337 -
356 TAPERED 0.493 0.008 0.424 0.25 0.012 0.25 0.012
MEMBER PROPERTY INDIAN
205 224 243 262 281 300 319 338 -
357 TAPERED 0.886 0.008 1.032 0.25 0.016 0.25 0.016
202 221 240 259 278 297 316 335 -
354 TAPERED 0.428 0.008 0.886 0.25 0.016 0.25 0.016
181 182 377 378 TAPERED 0.524 0.005 0.524 0.25 0.012 0.25 0.012
MEMBER PROPERTY INDIAN
380 TO 383 388 TO 395 400 TO 407 412 TO 427 TABLE ST PIP1143M
MEMBER PROPERTY COLDFORMED INDIAN
188 191 194 195 207 210 213 214 226 229 232 233 245 248 251 252 264 267 270 -
271 283 286 289 290 302 305 308 309 321 324 327 328 340 343 346 347 359 362 -
365 366 428 TO 437 447 TO 456 TABLE ST 200ZS60X2
MEMBER PROPERTY INDIAN
185 379 438 TO 446 TAPERED 0.528 0.006 0.528 0.3 0.014 0.3 0.014
MEMBER PROPERTY INDIAN
199 218 237 256 275 294 313 332 -
351 TAPERED 0.328 0.008 0.978 0.3 0.014 0.3 0.014
MEMBER PROPERTY INDIAN
164 167 368 370 TAPERED 0.324 0.006 0.974 0.25 0.012 0.25 0.012
166 178 369 371 TAPERED 0.924 0.006 0.493 0.25 0.012 0.25 0.012
183 184 374 375 TAPERED 0.493 0.006 0.424 0.25 0.012 0.25 0.012
180 373 TAPERED 0.424 0.006 0.874 0.25 0.012 0.25 0.012
186 376 TAPERED 0.888 0.006 1.02 0.25 0.012 0.25 0.012
179 372 TAPERED 0.424 0.006 1.024 0.25 0.012 0.25 0.012
**************************************************************
CONSTANTS
BETA 90 MEMB 181 182 185 377 TO 379
MATERIAL STEEL ALL
SUPPORTS
176 179 183 185 189 191 194 201 204 211 214 221 224 231 234 241 244 251 254 -
261 264 271 274 281 284 291 TO 302 PINNED
MEMBER TRUSS
188 191 194 195 207 210 213 214 226 229 232 233 245 248 251 252 264 267 270 -
271 283 286 289 290 302 305 308 309 321 324 327 328 340 343 346 347 359 362 -
365 366 380 TO 383 388 TO 395 400 TO 407 412 TO 437 447 TO 456
MEMBER RELEASE
181 182 377 378 END MY MZ
MEMBER TENSION
380 TO 383 388 TO 395 400 TO 407 412 TO 427
DEFINE 1893 LOAD
ZONE 0.1 RF 4 I 1 SS 2 ST 2 DM 0.02
SELFWEIGHT 1.1
MEMBER WEIGHT
*****DL+0.5LL
198 200 TO 205 217 219 TO 224 236 238 TO 243 255 257 TO 262 274 276 TO 281 -
293 295 TO 300 312 314 TO 319 331 333 TO 338 350 352 TO 357 UNI 4.05
166 178 TO 180 183 184 186 369 371 TO 376 UNI 2.024
**************************************************************
LOAD 1 *EQ1
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 *EQ2
1893 LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 *EQ3
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 *EQ4
1893 LOAD Z -1
PERFORM ANALYSIS
CHANGE
**************************************************************
LOAD 5 * DL
SELFWEIGHT Y -1.1
*dead load on rafter 7.700 x 0.15 = -1.16
MEMBER LOAD
198 200 TO 205 217 219 TO 224 236 238 TO 243 255 257 TO 262 274 276 TO 281 -
293 295 TO 300 312 314 TO 319 331 333 TO 338 350 352 TO 357 UNI GY -1.16
166 178 TO 180 183 184 186 369 371 TO 376 UNI GY -0.58
**
LOAD 6 *LL
*live load on rafter 7.700 x 0.75 = -5.775
MEMBER LOAD
198 200 TO 205 217 219 TO 224 236 238 TO 243 255 257 TO 262 274 276 TO 281 -
293 295 TO 300 312 314 TO 319 331 333 TO 338 350 352 TO 357 UNI GY -5.775
166 178 TO 180 183 184 186 369 371 TO 376 UNI GY -2.888
**
LOAD 7 *CL
*Collatral load on rafter 7.700 x 0.00 = 0.00
MEMBER LOAD
166 178 TO 180 183 184 186 198 200 TO 205 217 219 TO 224 236 238 TO 243 255 -
257 TO 262 274 276 TO 281 293 295 TO 300 312 314 TO 319 331 333 TO 338 350 -
352 TO 357 369 371 TO 376 UNI GY 0
*******WIND LOADS (AS PER IS 875-3)***************************
LOAD 8 LOADTYPE None TITLE WL1 (+0)
MEMBER LOAD
_RTWALL UNI GX 0
_RTROOF UNI Y 22.96
_LTROOF UNI Y 15.37
_LTWALL UNI GX -13.28
_RTWALL1 UNI GX 0
_RTROOF1 UNI Y 11.48
_LTROOF1 UNI Y 7.69
_LTWALL1 UNI GX -6.64
_FRONT UNI GZ 20.62
_BACK UNI GZ -20.62
LOAD 9 LOADTYPE None TITLE WL2 (-0)
MEMBER LOAD
_RTWALL UNI GX -19.57
_RTROOF UNI Y 3.39
_LTROOF UNI Y -4.19
_LTWALL UNI GX 6.29
_RTWALL1 UNI GX -9.78
_RTROOF1 UNI Y 1.7
_LTROOF1 UNI Y -2.1
_LTWALL1 UNI GX 3.14
_FRONT UNI GZ -1.59
_BACK UNI GZ 1.59
LOAD 10 LOADTYPE None TITLE WL3 (+90)
MEMBER LOAD
_RTWALL UNI GX 16.77
_RTROOF UNI Y 20.96
_LTROOF UNI Y 20.96
_LTWALL UNI GX -16.77
_RTWALL1 UNI GX 8.39
_RTROOF1 UNI Y 10.48
_LTROOF1 UNI Y 10.48
_LTWALL1 UNI GX -8.39
_FRONT UNI GZ 0
_BACK UNI GZ -12.69
LOAD 11 LOADTYPE None TITLE WL4 (-90)
MEMBER LOAD
_RTWALL UNI GX -2.8
_RTROOF UNI Y 1.4
_LTROOF UNI Y 1.4
_LTWALL UNI GX 2.8
_RTWALL1 UNI GX -1.4
_RTROOF1 UNI Y 0.7
_LTROOF1 UNI Y 0.7
_LTWALL1 UNI GX 1.4
_FRONT UNI GZ -22.21
_BACK UNI GZ 9.52
LOAD 12 LOADTYPE None TITLE WL5 (+180)
MEMBER LOAD
_RTWALL UNI GX 13.28
_RTROOF UNI Y 15.37
_LTROOF UNI Y 22.96
_LTWALL UNI GX 0
_RTWALL1 UNI GX 6.64
_RTROOF1 UNI Y 7.69
_LTROOF1 UNI Y 11.48
_LTWALL1 UNI GX 0
_FRONT UNI GZ 20.62
_BACK UNI GZ -20.62
LOAD 13 LOADTYPE None TITLE WL6 (-180)
MEMBER LOAD
_RTWALL UNI GX -6.29
_RTROOF UNI Y -4.19
_LTROOF UNI Y 3.39
_LTWALL UNI GX 19.57
_RTWALL1 UNI GX -3.14
_RTROOF1 UNI Y -2.1
_LTROOF1 UNI Y 1.7
_LTWALL1 UNI GX 9.78
_FRONT UNI GZ -1.59
_BACK UNI GZ 1.59
LOAD 14 LOADTYPE None TITLE WL7 (+270)
MEMBER LOAD
_RTWALL UNI GX 16.77
_RTROOF UNI Y 20.96
_LTROOF UNI Y 20.96
_LTWALL UNI GX -16.77
_RTWALL1 UNI GX 8.39
_RTROOF1 UNI Y 10.48
_LTROOF1 UNI Y 10.48
_LTWALL1 UNI GX -8.39
_FRONT UNI GZ 12.69
_BACK UNI GZ 0
LOAD 15 LOADTYPE None TITLE WL8 (-270)
MEMBER LOAD
_RTWALL UNI GX -2.8
_RTROOF UNI Y 1.4
_LTROOF UNI Y 1.4
_LTWALL UNI GX 2.8
_RTWALL1 UNI GX -1.4
_RTROOF1 UNI Y 0.7
_LTROOF1 UNI Y 0.7
_LTWALL1 UNI GX 1.4
_FRONT UNI GZ -9.52
_BACK UNI GZ 22.21
****LOAD COMBINATIONS AS PER IS 800-2007 (FOR STABILTY/STRENGTH)**********
LOAD COMB 101 1.5 DL + 1.5 LL
5 1.5 6 1.5
LOAD COMB 102 1.5 DL + 1.5 LL + 1.5 CL
5 1.5 6 1.5 7 1.5
LOAD COMB 103 1.5 DL + 1.5 WL1
5 1.5 8 1.5
LOAD COMB 104 1.5 DL + 1.5 WL2
5 1.5 9 1.5
LOAD COMB 105 1.5 DL + 1.5 WL3
5 1.5 10 1.5
LOAD COMB 106 1.5 DL + 1.5 WL4
5 1.5 11 1.5
LOAD COMB 107 1.5 DL + 1.5 WL5
5 1.5 12 1.5
LOAD COMB 108 1.5 DL + 1.5 WL6
5 1.5 13 1.5
LOAD COMB 109 1.5 DL + 1.5 WL7
5 1.5 14 1.5
LOAD COMB 110 1.5 DL + 1.5 WL8
5 1.5 15 1.5
LOAD COMB 111 0.9 DL + 1.5 WL1
5 0.9 8 1.5
LOAD COMB 112 0.9 DL + 1.5 WL2
5 0.9 9 1.5
LOAD COMB 113 0.9 DL + 1.5 WL3
5 0.9 10 1.5
LOAD COMB 114 0.9 DL + 1.5 WL4
5 0.9 11 1.5
LOAD COMB 115 0.9 DL + 1.5 WL5
5 0.9 12 1.5
LOAD COMB 116 0.9 DL + 1.5 WL6
5 0.9 13 1.5
LOAD COMB 117 0.9 DL + 1.5 WL7
5 0.9 14 1.5
LOAD COMB 118 0.9 DL + 1.5 WL8
5 0.9 15 1.5
LOAD COMB 119 1.20 DL + 1.20 LL + 1.20 WL1
5 1.2 6 1.2 8 1.2
LOAD COMB 120 1.20 DL + 1.20 LL + 1.20 WL2
5 1.2 6 1.2 9 1.2
LOAD COMB 121 1.20 DL + 1.20 LL + 1.20 WL3
5 1.2 6 1.2 10 1.2
LOAD COMB 122 1.20 DL + 1.20 LL + 1.20 WL4
5 1.2 6 1.2 11 1.2
LOAD COMB 123 1.20 DL + 1.20 LL + 1.20 WL5
5 1.2 6 1.2 12 1.2
LOAD COMB 124 1.20 DL + 1.20 LL + 1.20 WL6
5 1.2 6 1.2 13 1.2
LOAD COMB 125 1.20 DL + 1.20 LL + 1.20 WL7
5 1.2 6 1.2 14 1.2
LOAD COMB 126 1.20 DL + 1.20 LL + 1.20 WL8
5 1.2 6 1.2 15 1.2
LOAD COMB 127 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL1
5 1.2 6 1.2 7 1.2 8 1.2
LOAD COMB 128 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL2
5 1.2 6 1.2 7 1.2 9 1.2
LOAD COMB 129 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL3
5 1.2 6 1.2 7 1.2 10 1.2
LOAD COMB 130 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL4
5 1.2 6 1.2 7 1.2 11 1.2
LOAD COMB 131 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL5
5 1.2 6 1.2 7 1.2 12 1.2
LOAD COMB 132 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL6
5 1.2 6 1.2 7 1.2 13 1.2
LOAD COMB 133 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL7
5 1.2 6 1.2 7 1.2 14 1.2
LOAD COMB 134 1.20 DL + 1.20 LL + 1.20 CL + 1.20 WL8
5 1.2 6 1.2 7 1.2 15 1.2
LOAD COMB 135 0.9 DL + 1.5 EQ+X
5 0.9 1 1.5
LOAD COMB 136 0.9 DL + 1.5 EQ-X
5 0.9 2 1.5
LOAD COMB 137 0.9 DL + 1.5 EQ+Z
5 0.9 3 1.5
LOAD COMB 138 0.9 DL + 1.5 EQ-Z
5 0.9 4 1.5
LOAD COMB 139 1.5 DL + 1.5 EQ+X
5 1.5 1 1.5
LOAD COMB 140 1.5 DL + 1.5 EQ-X
5 1.5 2 1.5
LOAD COMB 141 1.5 DL + 1.5 EQ+Z
5 1.5 3 1.5
LOAD COMB 142 1.5 DL + 1.5 EQ-Z
5 1.5 4 1.5
LOAD COMB 143 1.20 DL + 1.20 LL + 1.20 EQ+X
5 1.2 6 1.2 1 1.2
LOAD COMB 144 1.20 DL + 1.20 LL + 1.20 EQ-X
5 1.2 6 1.2 2 1.2
LOAD COMB 145 1.20 DL + 1.20 LL + 1.20 EQ+Z
5 1.2 6 1.2 3 1.2
LOAD COMB 146 1.20 DL + 1.20 LL + 1.20 EQ-Z
5 1.2 6 1.2 4 1.2
LOAD COMB 147 1.20 DL + 1.20 LL + 1.20 CL + 1.20 EQ+X
5 1.2 6 1.2 7 1.2 1 1.2
LOAD COMB 148 1.20 DL + 1.20 LL + 1.20 CL + 1.20 EQ-X
5 1.2 6 1.2 7 1.2 2 1.2
LOAD COMB 149 1.20 DL + 1.20 LL + 1.20 CL + 1.20 EQ+Z
5 1.2 6 1.2 7 1.2 3 1.2
LOAD COMB 150 1.20 DL + 1.20 LL + 1.20 CL + 1.20 EQ-Z
5 1.2 6 1.2 7 1.2 4 1.2
*****LOAD COMBINATIONS AS PER IS 800-2007 (FOR DEFLECTION)**********
LOAD COMB 201 1.0 DL + 1.0 LL
5 1.0 6 1.0
LOAD COMB 202 1.0 DL + 1.0 LL + 1.0 CL
5 1.0 6 1.0 7 1.0
LOAD COMB 203 0.9 DL + 1.0 WL1
5 0.9 8 1.0
LOAD COMB 204 0.9 DL + 1.0 WL2
5 0.9 9 1.0
LOAD COMB 205 0.9 DL + 1.0 WL3
5 0.9 10 1.0
LOAD COMB 206 0.9 DL + 1.0 WL4
5 0.9 11 1.0
LOAD COMB 207 0.9 DL + 1.0 WL5
5 0.9 12 1.0
LOAD COMB 208 0.9 DL + 1.0 WL6
5 0.9 13 1.0
LOAD COMB 209 0.9 DL + 1.0 WL7
5 0.9 14 1.0
LOAD COMB 210 0.9 DL + 1.0 WL8
5 0.9 15 1.0
LOAD COMB 211 1.0 DL + 0.80 LL + 0.80 WL1
5 1.0 6 0.8 8 0.8
LOAD COMB 212 1.0 DL + 0.80 LL + 0.80 WL2
5 1.0 6 0.8 9 0.8
LOAD COMB 213 1.0 DL + 0.80 LL + 0.80 WL3
5 1.0 6 0.8 10 0.8
LOAD COMB 214 1.0 DL + 0.80 LL + 0.80 WL4
5 1.0 6 0.8 11 0.8
LOAD COMB 215 1.0 DL + 0.80 LL + 0.80 WL5
5 1.0 6 0.8 12 0.8
LOAD COMB 216 1.0 DL + 0.80 LL + 0.80 WL6
5 1.0 6 0.8 13 0.8
LOAD COMB 217 1.0 DL + 0.80 LL + 0.80 WL7
5 1.0 6 0.8 14 0.8
LOAD COMB 218 1.0 DL + 0.80 LL + 0.80 WL8
5 1.0 6 0.8 15 0.8
LOAD COMB 219 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL1
5 1.0 6 0.8 7 0.8 8 0.8
LOAD COMB 220 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL2
5 1.0 6 0.8 7 0.8 9 0.8
LOAD COMB 221 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL3
5 1.0 6 0.8 7 0.8 10 0.8
LOAD COMB 222 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL4
5 1.0 6 0.8 7 0.8 11 0.8
LOAD COMB 223 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL5
5 1.0 6 0.8 7 0.8 12 0.8
LOAD COMB 224 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL6
5 1.0 6 0.8 7 0.8 13 0.8
LOAD COMB 225 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL7
5 1.0 6 0.8 7 0.8 14 0.8
LOAD COMB 226 1.0 DL + 0.80 LL + 0.80 CL + 0.80 WL8
5 1.0 6 0.8 7 0.8 15 0.8
LOAD COMB 227 1.0 DL + 1.0 EQ+X
5 1.0 1 1.0
LOAD COMB 228 1.0 DL + 1.0 EQ-X
5 1.0 2 1.0
LOAD COMB 229 1.0 DL + 1.0 EQ+Z
5 1.0 3 1.0
LOAD COMB 230 1.0 DL + 1.0 EQ-Z
5 1.0 4 1.0
LOAD COMB 231 1.0 DL + 0.8 LL + 0.8 EQ+X
5 1.0 6 0.8 1 0.8
LOAD COMB 232 1.0 DL + 0.8 LL + 0.8 EQ-X
5 1.0 6 0.8 2 0.8
LOAD COMB 233 1.0 DL + 0.8 LL + 0.8 EQ+Z
5 1.0 6 0.8 3 0.8
LOAD COMB 234 1.0 DL + 0.8 LL + 0.8 EQ-Z
5 1.0 6 0.8 4 0.8
LOAD COMB 235 1.0 DL + 0.8 LL + 0.8 CL + 0.8 EQ+X
5 1.0 6 0.8 7 0.8 1 0.8
LOAD COMB 236 1.0 DL + 0.8 LL + 0.8 CL + 0.8 EQ-X
5 1.0 6 0.8 7 0.8 2 0.8
LOAD COMB 237 1.0 DL + 0.8 LL + 0.8 CL + 0.8 EQ+Z
5 1.0 6 0.8 7 0.8 3 0.8
LOAD COMB 238 1.0 DL + 0.8 LL + 0.8 CL + 0.8 EQ-Z
5 1.0 6 0.8 7 0.8 4 0.8
*********************************************************************************************
PERFORM ANALYSIS
LOAD LIST 101 TO 150
PARAMETER 1
CODE IS800 LSD
BEAM 1 ALL
LY 1.25 MEMB 166 178 TO 180 183 184 186 198 200 TO 205 217 219 TO 224 236 -
238 TO 243 255 257 TO 262 274 276 TO 281 293 295 TO 300 312 314 TO 319 331 -
333 TO 338 350 352 TO 357 369 371 TO 376
LX 1.25 MEMB 166 178 TO 180 183 184 186 198 200 TO 205 217 219 TO 224 236 -
238 TO 243 255 257 TO 262 274 276 TO 281 293 295 TO 300 312 314 TO 319 331 -
333 TO 338 350 352 TO 357 369 371 TO 376
LZ 6.1 MEMB 164 167 197 199 216 218 235 237 254 256 273 275 292 294 311 313 -
330 332 349 351 368 370
MAIN 180 MEMB 164 166 167 178 TO 186 197 TO 205 216 TO 224 235 TO 243 254 -
255 TO 262 273 TO 281 292 TO 300 311 TO 319 330 TO 338 349 TO 357 368 TO 379 -
438 TO 446
STP 1 MEMB 380 TO 383 388 TO 395 400 TO 407 412 TO 427
MAIN 350 MEMB 380 TO 383 388 TO 395 400 TO 407 412 TO 427
KZ 0.8 MEMB 380 TO 383 388 TO 395 400 TO 407 412 TO 427
LY 7.324 MEMB 181 182 185 377 TO 379 438 TO 446
LZ 7.324 MEMB 181 182 185 377 TO 379 438 TO 446
KY 0.8 MEMB 380 TO 383 388 TO 395 400 TO 407 412 TO 427
FYLD 250000 MEMB 380 TO 383 388 TO 395 400 TO 407 412 TO 427
LY 6.1 MEMB 164 167 197 199 216 218 235 237 254 256 273 275 292 294 311 313 -
330 332 349 351 368 370
LZ 15.316 MEMB 178 180 183 186 200 202 203 205 219 221 222 224 238 240 241 -
243 257 259 260 262 276 278 279 281 295 297 298 300 314 316 317 319 333 335 -
336 338 352 354 355 357 371 373 374 376
LZ 15.316 MEMB 166 179 184 198 201 204 217 220 223 236 239 242 255 258 261 -
274 277 280 293 296 299 312 315 318 331 334 337 350 353 356 369 372 375
STP 2 MEMB 164 166 167 178 TO 186 197 TO 205 216 TO 224 235 TO 243 -
254 TO 262 273 TO 281 292 TO 300 311 TO 319 330 TO 338 349 TO 357 -
368 TO 379 438 TO 446
FYLD 345000 MEMB 164 166 167 178 TO 186 197 TO 205 216 TO 224 235 TO 243 254 -
255 TO 262 273 TO 281 292 TO 300 311 TO 319 330 TO 338 349 TO 357 368 TO 379 -
438 TO 446
RATIO 0.99 MEMB 164 166 167 178 TO 186 197 TO 205 216 TO 224 235 TO 243 254 -
255 TO 262 273 TO 281 292 TO 300 311 TO 319 330 TO 338 349 TO 357 368 TO 383 -
388 TO 395 400 TO 407 412 TO 427 438 TO 446
CHECK CODE MEMB 164 166 167 178 TO 186 197 TO 205 216 TO 224 235 TO 243 254 -
255 TO 262 273 TO 281 292 TO 300 311 TO 319 330 TO 338 349 TO 357 368 TO 383 -
388 TO 395 400 TO 407 412 TO 427 438 TO 446
STEEL MEMBER TAKE OFF ALL
PRINT SUPPORT REACTION LIST 179 185 194 204 214 224 234 244 254 264 274 284 292
FINISH