STAAD SPACE
START JOB INFORMATION
JOB NAME PTA7 at DMD, INDIA
JOB CLIENT Reliance
JOB NO G21P03
JOB PART xxx STR-XXXX
ENGINEER NAME XXX
ENGINEER DATE 01-Nov-22
CHECKER NAME YWY
APPROVED NAME ZLX
END JOB INFORMATION
*
INPUT WIDTH 79
SET NL 1000
UNIT METER KN
CUT OFF MODE SHAPE 90
JOINT COORDINATES
1 0 0 0; 2 0 0 1.8; 3 0 3.7 0; 4 0 3.7 1.8; 5 0 5 0; 6 0 5 1.8; 7 0 6.3 0;
8 0 6.3 1.8; 9 0 3.7 4.3; 10 0 5 4.3; 11 0 6.3 4.3; 12 0 3.7 -2.5; 13 0 5 -2.5;
14 0 6.3 -2.5; 15 0 1.2 0; 16 0 1.2 1.8; 19 4.5 0 0; 20 4.5 0 1.8;
21 4.5 3.7 0; 22 4.5 3.7 1.8; 23 4.5 5 0; 24 4.5 5 1.8; 25 4.5 6.3 0;
26 4.5 6.3 1.8; 27 4.5 3.7 4.3; 28 4.5 5 4.3; 29 4.5 6.3 4.3; 30 4.5 3.7 -2.5;
31 4.5 5 -2.5; 32 4.5 6.3 -2.5; 33 4.5 1.2 0; 34 4.5 1.2 1.8; 37 9 0 0;
38 9 0 1.8; 39 9 3.7 0; 40 9 3.7 1.8; 41 9 5 0; 42 9 5 1.8; 43 9 6.3 0;
44 9 6.3 1.8; 45 9 3.7 4.3; 46 9 5 4.3; 47 9 6.3 4.3; 48 9 3.7 -2.5;
49 9 5 -2.5; 50 9 6.3 -2.5; 51 9 1.2 0; 52 9 1.2 1.8; 55 13.5 0 0;
56 13.5 0 1.8; 57 13.5 3.7 0; 58 13.5 3.7 1.8; 59 13.5 5 0; 60 13.5 5 1.8;
61 13.5 6.3 0; 62 13.5 6.3 1.8; 63 13.5 3.7 4.3; 64 13.5 5 4.3;
65 13.5 6.3 4.3; 66 13.5 3.7 -2.5; 67 13.5 5 -2.5; 68 13.5 6.3 -2.5;
69 13.5 1.2 0; 70 13.5 1.2 1.8; 73 18 0 0; 74 18 0 1.8; 75 18 3.7 0;
76 18 3.7 1.8; 77 18 5 0; 78 18 5 1.8; 79 18 6.3 0; 80 18 6.3 1.8;
81 18 3.7 4.3; 82 18 5 4.3; 83 18 6.3 4.3; 84 18 3.7 -2.5; 85 18 5 -2.5;
86 18 6.3 -2.5; 87 18 1.2 0; 88 18 1.2 1.8; 91 22.5 0 0; 92 22.5 0 1.8;
93 22.5 3.7 0; 94 22.5 3.7 1.8; 95 22.5 5 0; 96 22.5 5 1.8; 97 22.5 6.3 0;
98 22.5 6.3 1.8; 99 22.5 3.7 4.3; 100 22.5 5 4.3; 101 22.5 6.3 4.3;
102 22.5 3.7 -2.5; 103 22.5 5 -2.5; 104 22.5 6.3 -2.5; 105 22.5 1.2 0;
106 22.5 1.2 1.8; 109 27 0 0; 110 27 0 1.8; 111 27 3.7 0; 112 27 3.7 1.8;
113 27 5 0; 114 27 5 1.8; 115 27 6.3 0; 116 27 6.3 1.8; 117 27 3.7 4.3;
118 27 5 4.3; 119 27 6.3 4.3; 120 27 3.7 -2.5; 121 27 5 -2.5; 122 27 6.3 -2.5;
123 27 1.2 0; 124 27 1.2 1.8; 127 31.5 0 0; 128 31.5 0 1.8; 129 31.5 3.7 0;
130 31.5 3.7 1.8; 131 31.5 5 0; 132 31.5 5 1.8; 133 31.5 6.3 0;
134 31.5 6.3 1.8; 135 31.5 3.7 4.3; 136 31.5 5 4.3; 137 31.5 6.3 4.3;
138 31.5 3.7 -2.5; 139 31.5 5 -2.5; 140 31.5 6.3 -2.5; 141 31.5 1.2 0;
142 31.5 1.2 1.8; 145 36 0 0; 146 36 0 1.8; 147 36 3.7 0; 148 36 3.7 1.8;
149 36 5 0; 150 36 5 1.8; 151 36 6.3 0; 152 36 6.3 1.8; 153 36 3.7 4.3;
154 36 5 4.3; 155 36 6.3 4.3; 156 36 3.7 -2.5; 157 36 5 -2.5; 158 36 6.3 -2.5;
159 36 1.2 0; 160 36 1.2 1.8; 163 40.5 0 0; 164 40.5 0 1.8; 165 40.5 3.7 0;
166 40.5 3.7 1.8; 167 40.5 5 0; 168 40.5 5 1.8; 169 40.5 6.3 0;
170 40.5 6.3 1.8; 171 40.5 3.7 4.3; 172 40.5 5 4.3; 173 40.5 6.3 4.3;
174 40.5 3.7 -2.5; 175 40.5 5 -2.5; 176 40.5 6.3 -2.5; 177 40.5 1.2 0;
178 40.5 1.2 1.8; 181 45 0 0; 182 45 0 1.8; 183 45 3.7 0; 184 45 3.7 1.8;
185 45 5 0; 186 45 5 1.8; 187 45 6.3 0; 188 45 6.3 1.8; 189 45 3.7 4.3;
190 45 5 4.3; 191 45 6.3 4.3; 192 45 3.7 -2.5; 193 45 5 -2.5; 194 45 6.3 -2.5;
195 45 1.2 0; 196 45 1.2 1.8; 199 49.5 0 0; 200 49.5 0 1.8; 201 49.5 3.7 0;
202 49.5 3.7 1.8; 203 49.5 5 0; 204 49.5 5 1.8; 205 49.5 6.3 0;
206 49.5 6.3 1.8; 207 49.5 3.7 4.3; 208 49.5 5 4.3; 209 49.5 6.3 4.3;
210 49.5 3.7 -2.5; 211 49.5 5 -2.5; 212 49.5 6.3 -2.5; 213 49.5 1.2 0;
214 49.5 1.2 1.8; 217 54 0 0; 218 54 0 1.8; 219 54 3.7 0; 220 54 3.7 1.8;
221 54 5 0; 222 54 5 1.8; 223 54 6.3 0; 224 54 6.3 1.8; 225 54 3.7 4.3;
226 54 5 4.3; 227 54 6.3 4.3; 228 54 3.7 -2.5; 229 54 5 -2.5; 230 54 6.3 -2.5;
231 54 1.2 0; 232 54 1.2 1.8; 235 58.5 0 0; 236 58.5 0 1.8; 237 58.5 3.7 0;
238 58.5 3.7 1.8; 239 58.5 5 0; 240 58.5 5 1.8; 241 58.5 6.3 0;
242 58.5 6.3 1.8; 243 58.5 3.7 4.3; 244 58.5 5 4.3; 245 58.5 6.3 4.3;
246 58.5 3.7 -2.5; 247 58.5 5 -2.5; 248 58.5 6.3 -2.5; 249 58.5 1.2 0;
250 58.5 1.2 1.8; 253 63 0 0; 254 63 0 1.8; 255 63 3.7 0; 256 63 3.7 1.8;
257 63 5 0; 258 63 5 1.8; 259 63 6.3 0; 260 63 6.3 1.8; 261 63 3.7 4.3;
262 63 5 4.3; 263 63 6.3 4.3; 264 63 3.7 -2.5; 265 63 5 -2.5; 266 63 6.3 -2.5;
267 63 1.2 0; 268 63 1.2 1.8; 271 67.5 0 0; 272 67.5 0 1.8; 273 67.5 3.7 0;
274 67.5 3.7 1.8; 275 67.5 5 0; 276 67.5 5 1.8; 277 67.5 6.3 0;
278 67.5 6.3 1.8; 279 67.5 3.7 4.3; 280 67.5 5 4.3; 281 67.5 6.3 4.3;
282 67.5 3.7 -2.5; 283 67.5 5 -2.5; 284 67.5 6.3 -2.5; 285 67.5 1.2 0;
286 67.5 1.2 1.8; 289 72 0 0; 290 72 0 1.8; 291 72 3.7 0; 292 72 3.7 1.8;
293 72 5 0; 294 72 5 1.8; 295 72 6.3 0; 296 72 6.3 1.8; 297 72 3.7 4.3;
298 72 5 4.3; 299 72 6.3 4.3; 300 72 3.7 -2.5; 301 72 5 -2.5; 302 72 6.3 -2.5;
303 72 1.2 0; 304 72 1.2 1.8; 307 76.5 0 0; 308 76.5 0 1.8; 309 76.5 3.7 0;
310 76.5 3.7 1.8; 311 76.5 5 0; 312 76.5 5 1.8; 313 76.5 6.3 0;
314 76.5 6.3 1.8; 315 76.5 3.7 4.3; 316 76.5 5 4.3; 317 76.5 6.3 4.3;
318 76.5 3.7 -2.5; 319 76.5 5 -2.5; 320 76.5 6.3 -2.5; 321 76.5 1.2 0;
322 76.5 1.2 1.8; 325 81 0 0; 326 81 0 1.8; 327 81 3.7 0; 328 81 3.7 1.8;
329 81 5 0; 330 81 5 1.8; 331 81 6.3 0; 332 81 6.3 1.8; 333 81 3.7 4.3;
334 81 5 4.3; 335 81 6.3 4.3; 336 81 3.7 -2.5; 337 81 5 -2.5; 338 81 6.3 -2.5;
339 81 1.2 0; 340 81 1.2 1.8; 343 85.5 0 0; 344 85.5 0 1.8; 345 85.5 3.7 0;
346 85.5 3.7 1.8; 347 85.5 5 0; 348 85.5 5 1.8; 349 85.5 6.3 0;
350 85.5 6.3 1.8; 351 85.5 3.7 4.3; 352 85.5 5 4.3; 353 85.5 6.3 4.3;
354 85.5 3.7 -2.5; 355 85.5 5 -2.5; 356 85.5 6.3 -2.5; 357 85.5 1.2 0;
358 85.5 1.2 1.8; 361 90 0 0; 362 90 0 1.8; 363 90 3.7 0; 364 90 3.7 1.8;
365 90 5 0; 366 90 5 1.8; 367 90 6.3 0; 368 90 6.3 1.8; 369 90 3.7 4.3;
370 90 5 4.3; 371 90 6.3 4.3; 372 90 3.7 -2.5; 373 90 5 -2.5; 374 90 6.3 -2.5;
375 90 1.2 0; 376 90 1.2 1.8; 379 0 8.3 1.8; 380 0 8.3 0; 381 13.5 8.3 1.8;
382 9 8.3 1.8; 383 18 8.3 1.8; 384 18 8.3 0; 385 4.5 8.3 0; 386 4.5 8.3 1.8;
387 13.5 8.3 0; 388 9 8.3 0; 389 22.5 8.3 1.8; 390 27 8.3 0; 391 27 8.3 1.8;
392 22.5 8.3 0; 393 31.5 8.3 0; 394 31.5 8.3 1.8; 395 40.5 8.3 0;
396 40.5 8.3 1.8; 397 45 8.3 1.8; 398 45 8.3 0; 399 36 8.3 1.8; 400 36 8.3 0;
401 49.5 8.3 1.8; 402 49.5 8.3 0; 403 72 8.3 0; 404 72 8.3 1.8; 405 76.5 8.3 0;
406 76.5 8.3 1.8; 407 67.5 8.3 1.8; 408 67.5 8.3 0; 409 81 8.3 0;
410 85.5 8.3 0; 411 85.5 8.3 1.8; 412 81 8.3 1.8; 413 90 8.3 0; 414 90 8.3 1.8;
415 63 8.3 1.8; 416 54 8.3 0; 417 54 8.3 1.8; 418 58.5 8.3 1.8; 419 58.5 8.3 0;
420 63 8.3 0; 421 74.25 5 0; 422 74.25 5 1.8; 423 29.25 5 0; 424 29.25 5 1.8;
MEMBER INCIDENCES
1 2 16; 2 4 6; 3 6 8; 4 1 15; 5 3 5; 6 5 7; 7 9 10; 8 10 11; 9 12 13; 10 13 14;
11 12 3; 12 3 4; 13 4 9; 14 13 5; 15 5 6; 16 6 10; 17 14 7; 18 7 8; 19 8 11;
20 15 3; 21 15 12; 22 16 4; 23 16 9; 24 8 379; 25 7 380; 26 380 379; 29 3 21;
30 4 22; 31 5 23; 32 6 24; 33 7 25; 34 8 26; 35 9 27; 36 10 28; 37 11 29;
38 12 30; 39 13 31; 40 14 32; 43 380 385; 44 379 386; 45 20 34; 46 22 24;
47 24 26; 48 19 33; 49 21 23; 50 23 25; 51 27 28; 52 28 29; 53 30 31; 54 31 32;
55 30 21; 56 21 22; 57 22 27; 58 31 23; 59 23 24; 60 24 28; 61 32 25; 62 25 26;
63 26 29; 64 33 21; 65 33 30; 66 34 22; 67 34 27; 68 26 386; 69 25 385;
70 385 386; 73 21 39; 74 22 40; 75 23 41; 76 24 42; 77 25 43; 78 26 44;
79 27 45; 80 28 46; 81 29 47; 82 30 48; 83 31 49; 84 32 50; 87 385 388;
88 386 382; 89 38 52; 90 40 42; 91 42 44; 92 37 51; 93 39 41; 94 41 43;
95 45 46; 96 46 47; 97 48 49; 98 49 50; 99 48 39; 100 39 40; 101 40 45;
102 49 41; 103 41 42; 104 42 46; 105 50 43; 106 43 44; 107 44 47; 108 51 39;
109 51 48; 110 52 40; 111 52 45; 112 44 382; 113 43 388; 114 388 382;
117 39 57; 118 40 58; 119 41 59; 120 42 60; 121 43 61; 122 44 62; 123 45 63;
124 46 64; 125 47 65; 126 48 66; 127 49 67; 128 50 68; 131 388 387;
132 382 381; 133 56 70; 134 58 60; 135 60 62; 136 55 69; 137 57 59; 138 59 61;
139 63 64; 140 64 65; 141 66 67; 142 67 68; 143 66 57; 144 57 58; 145 58 63;
146 67 59; 147 59 60; 148 60 64; 149 68 61; 150 61 62; 151 62 65; 152 69 57;
153 69 66; 154 70 58; 155 70 63; 156 62 381; 157 61 387; 158 387 381;
161 57 75; 162 58 76; 163 59 77; 164 60 78; 165 61 79; 166 62 80; 167 63 81;
168 64 82; 169 65 83; 170 66 84; 171 67 85; 172 68 86; 175 387 384;
176 381 383; 177 74 88; 178 76 78; 179 78 80; 180 73 87; 181 75 77; 182 77 79;
183 81 82; 184 82 83; 185 84 85; 186 85 86; 187 84 75; 188 75 76; 189 76 81;
190 85 77; 191 77 78; 192 78 82; 193 86 79; 194 79 80; 195 80 83; 196 87 75;
197 87 84; 198 88 76; 199 88 81; 200 80 383; 201 79 384; 202 384 383;
205 75 93; 206 76 94; 207 77 95; 208 78 96; 209 79 97; 210 80 98; 211 81 99;
212 82 100; 213 83 101; 214 84 102; 215 85 103; 216 86 104; 219 384 392;
220 383 389; 221 92 106; 222 94 96; 223 96 98; 224 91 105; 225 93 95;
226 95 97; 227 99 100; 228 100 101; 229 102 103; 230 103 104; 231 102 93;
232 93 94; 233 94 99; 234 103 95; 235 95 96; 236 96 100; 237 104 97; 238 97 98;
239 98 101; 240 105 93; 241 105 102; 242 106 94; 243 106 99; 244 98 389;
245 97 392; 246 392 389; 249 93 111; 250 94 112; 251 95 113; 252 96 114;
253 97 115; 254 98 116; 255 99 117; 256 100 118; 257 101 119; 258 102 120;
259 103 121; 260 104 122; 263 392 390; 264 389 391; 265 110 124; 266 112 114;
267 114 116; 268 109 123; 269 111 113; 270 113 115; 271 117 118; 272 118 119;
273 120 121; 274 121 122; 275 120 111; 276 111 112; 277 112 117; 278 121 113;
279 113 114; 280 114 118; 281 122 115; 282 115 116; 283 116 119; 284 123 111;
285 123 120; 286 124 112; 287 124 117; 288 116 391; 289 115 390; 290 390 391;
293 111 129; 294 112 130; 295 113 423; 296 114 424; 297 115 133; 298 116 134;
299 117 135; 300 118 136; 301 119 137; 302 120 138; 303 121 139; 304 122 140;
307 390 393; 308 391 394; 309 128 142; 310 130 132; 311 132 134; 312 127 141;
313 129 131; 314 131 133; 315 135 136; 316 136 137; 317 138 139; 318 139 140;
319 138 129; 320 129 130; 321 130 135; 322 139 131; 323 131 132; 324 132 136;
325 140 133; 326 133 134; 327 134 137; 328 141 129; 329 141 138; 330 142 130;
331 142 135; 332 134 394; 333 133 393; 334 393 394; 337 129 147; 338 130 148;
339 131 149; 340 132 150; 341 133 151; 342 134 152; 343 135 153; 344 136 154;
345 137 155; 346 138 156; 347 139 157; 348 140 158; 351 393 400; 352 394 399;
353 146 160; 354 148 150; 355 150 152; 356 145 159; 357 147 149; 358 149 151;
359 153 154; 360 154 155; 361 156 157; 362 157 158; 363 156 147; 364 147 148;
365 148 153; 366 157 149; 367 149 150; 368 150 154; 369 158 151; 370 151 152;
371 152 155; 372 159 147; 373 159 156; 374 160 148; 375 160 153; 376 152 399;
377 151 400; 378 400 399; 381 147 165; 382 148 166; 383 149 167; 384 150 168;
385 151 169; 386 152 170; 387 153 171; 388 154 172; 389 155 173; 390 156 174;
391 157 175; 392 158 176; 395 400 395; 396 399 396; 397 164 178; 398 166 168;
399 168 170; 400 163 177; 401 165 167; 402 167 169; 403 171 172; 404 172 173;
405 174 175; 406 175 176; 407 174 165; 408 165 166; 409 166 171; 410 175 167;
411 167 168; 412 168 172; 413 176 169; 414 169 170; 415 170 173; 416 177 165;
417 177 174; 418 178 166; 419 178 171; 420 170 396; 421 169 395; 422 395 396;
425 165 183; 426 166 184; 427 167 185; 428 168 186; 429 169 187; 430 170 188;
431 171 189; 432 172 190; 433 173 191; 434 174 192; 435 175 193; 436 176 194;
439 395 398; 440 396 397; 441 182 196; 442 184 186; 443 186 188; 444 181 195;
445 183 185; 446 185 187; 447 189 190; 448 190 191; 449 192 193; 450 193 194;
451 192 183; 452 183 184; 453 184 189; 454 193 185; 455 185 186; 456 186 190;
457 194 187; 458 187 188; 459 188 191; 460 195 183; 461 195 192; 462 196 184;
463 196 189; 464 188 397; 465 187 398; 466 398 397; 469 183 201; 470 184 202;
471 185 203; 472 186 204; 473 187 205; 474 188 206; 475 189 207; 476 190 208;
477 191 209; 478 192 210; 479 193 211; 480 194 212; 483 398 402; 484 397 401;
485 200 214; 486 202 204; 487 204 206; 488 199 213; 489 201 203; 490 203 205;
491 207 208; 492 208 209; 493 210 211; 494 211 212; 495 210 201; 496 201 202;
497 202 207; 498 211 203; 499 203 204; 500 204 208; 501 212 205; 502 205 206;
503 206 209; 504 213 201; 505 213 210; 506 214 202; 507 214 207; 508 206 401;
509 205 402; 510 402 401; 513 201 219; 514 202 220; 515 203 221; 516 204 222;
517 205 223; 518 206 224; 519 207 225; 520 208 226; 521 209 227; 522 210 228;
523 211 229; 524 212 230; 527 402 416; 528 401 417; 529 218 232; 530 220 222;
531 222 224; 532 217 231; 533 219 221; 534 221 223; 535 225 226; 536 226 227;
537 228 229; 538 229 230; 539 228 219; 540 219 220; 541 220 225; 542 229 221;
543 221 222; 544 222 226; 545 230 223; 546 223 224; 547 224 227; 548 231 219;
549 231 228; 550 232 220; 551 232 225; 552 224 417; 553 223 416; 554 416 417;
557 219 237; 558 220 238; 559 221 239; 560 222 240; 561 223 241; 562 224 242;
563 225 243; 564 226 244; 565 227 245; 566 228 246; 567 229 247; 568 230 248;
571 416 419; 572 417 418; 573 236 250; 574 238 240; 575 240 242; 576 235 249;
577 237 239; 578 239 241; 579 243 244; 580 244 245; 581 246 247; 582 247 248;
583 246 237; 584 237 238; 585 238 243; 586 247 239; 587 239 240; 588 240 244;
589 248 241; 590 241 242; 591 242 245; 592 249 237; 593 249 246; 594 250 238;
595 250 243; 596 242 418; 597 241 419; 598 419 418; 601 237 255; 602 238 256;
603 239 257; 604 240 258; 605 241 259; 606 242 260; 607 243 261; 608 244 262;
609 245 263; 610 246 264; 611 247 265; 612 248 266; 615 419 420; 616 418 415;
617 254 268; 618 256 258; 619 258 260; 620 253 267; 621 255 257; 622 257 259;
623 261 262; 624 262 263; 625 264 265; 626 265 266; 627 264 255; 628 255 256;
629 256 261; 630 265 257; 631 257 258; 632 258 262; 633 266 259; 634 259 260;
635 260 263; 636 267 255; 637 267 264; 638 268 256; 639 268 261; 640 260 415;
641 259 420; 642 420 415; 645 255 273; 646 256 274; 647 257 275; 648 258 276;
649 259 277; 650 260 278; 651 261 279; 652 262 280; 653 263 281; 654 264 282;
655 265 283; 656 266 284; 659 420 408; 660 415 407; 661 272 286; 662 274 276;
663 276 278; 664 271 285; 665 273 275; 666 275 277; 667 279 280; 668 280 281;
669 282 283; 670 283 284; 671 282 273; 672 273 274; 673 274 279; 674 283 275;
675 275 276; 676 276 280; 677 284 277; 678 277 278; 679 278 281; 680 285 273;
681 285 282; 682 286 274; 683 286 279; 684 278 407; 685 277 408; 686 408 407;
689 273 291; 690 274 292; 691 275 293; 692 276 294; 693 277 295; 694 278 296;
695 279 297; 696 280 298; 697 281 299; 698 282 300; 699 283 301; 700 284 302;
703 408 403; 704 407 404; 705 290 304; 706 292 294; 707 294 296; 708 289 303;
709 291 293; 710 293 295; 711 297 298; 712 298 299; 713 300 301; 714 301 302;
715 300 291; 716 291 292; 717 292 297; 718 301 293; 719 293 294; 720 294 298;
721 302 295; 722 295 296; 723 296 299; 724 303 291; 725 303 300; 726 304 292;
727 304 297; 728 296 404; 729 295 403; 730 403 404; 733 291 309; 734 292 310;
735 293 421; 736 294 422; 737 295 313; 738 296 314; 739 297 315; 740 298 316;
741 299 317; 742 300 318; 743 301 319; 744 302 320; 747 403 405; 748 404 406;
749 308 322; 750 310 312; 751 312 314; 752 307 321; 753 309 311; 754 311 313;
755 315 316; 756 316 317; 757 318 319; 758 319 320; 759 318 309; 760 309 310;
761 310 315; 762 319 311; 763 311 312; 764 312 316; 765 320 313; 766 313 314;
767 314 317; 768 321 309; 769 321 318; 770 322 310; 771 322 315; 772 314 406;
773 313 405; 774 405 406; 777 309 327; 778 310 328; 779 311 329; 780 312 330;
781 313 331; 782 314 332; 783 315 333; 784 316 334; 785 317 335; 786 318 336;
787 319 337; 788 320 338; 791 405 409; 792 406 412; 793 326 340; 794 328 330;
795 330 332; 796 325 339; 797 327 329; 798 329 331; 799 333 334; 800 334 335;
801 336 337; 802 337 338; 803 336 327; 804 327 328; 805 328 333; 806 337 329;
807 329 330; 808 330 334; 809 338 331; 810 331 332; 811 332 335; 812 339 327;
813 339 336; 814 340 328; 815 340 333; 816 332 412; 817 331 409; 818 409 412;
821 327 345; 822 328 346; 823 329 347; 824 330 348; 825 331 349; 826 332 350;
827 333 351; 828 334 352; 829 335 353; 830 336 354; 831 337 355; 832 338 356;
835 409 410; 836 412 411; 837 344 358; 838 346 348; 839 348 350; 840 343 357;
841 345 347; 842 347 349; 843 351 352; 844 352 353; 845 354 355; 846 355 356;
847 354 345; 848 345 346; 849 346 351; 850 355 347; 851 347 348; 852 348 352;
853 356 349; 854 349 350; 855 350 353; 856 357 345; 857 357 354; 858 358 346;
859 358 351; 860 350 411; 861 349 410; 862 410 411; 865 345 363; 866 346 364;
867 347 365; 868 348 366; 869 349 367; 870 350 368; 871 351 369; 872 352 370;
873 353 371; 874 354 372; 875 355 373; 876 356 374; 879 410 413; 880 411 414;
881 362 376; 882 364 366; 883 366 368; 884 361 375; 885 363 365; 886 365 367;
887 369 370; 888 370 371; 889 372 373; 890 373 374; 891 372 363; 892 363 364;
893 364 369; 894 373 365; 895 365 366; 896 366 370; 897 374 367; 898 367 368;
899 368 371; 900 375 363; 901 375 372; 902 376 364; 903 376 369; 904 368 414;
905 367 413; 906 413 414; 907 289 309; 908 291 307; 909 421 311; 910 291 421;
911 421 309; 912 295 421; 913 421 313; 914 290 310; 915 292 308; 916 422 312;
917 292 422; 918 422 310; 919 296 422; 920 422 314; 921 109 129; 922 111 127;
923 423 131; 924 111 423; 925 423 129; 926 115 423; 927 423 133; 928 110 130;
929 112 128; 930 424 132; 931 112 424; 932 424 130; 933 116 424; 934 424 134;
MEMBER RELEASE
11 TO 19 26 55 TO 63 70 99 TO 107 114 143 TO 151 158 187 TO 195 202 -
231 TO 239 246 275 TO 283 290 319 TO 327 334 363 TO 371 378 407 TO 415 422 -
451 TO 459 466 495 TO 503 510 539 TO 547 554 583 TO 591 598 627 TO 635 642 -
671 TO 679 686 715 TO 723 730 759 TO 767 774 803 TO 811 818 847 TO 855 862 -
891 TO 899 906 START MY
11 TO 19 26 55 TO 63 70 99 TO 107 114 143 TO 151 158 187 TO 195 202 -
231 TO 239 246 275 TO 283 290 319 TO 327 334 363 TO 371 378 407 TO 415 422 -
451 TO 459 466 495 TO 503 510 539 TO 547 554 583 TO 591 598 627 TO 635 642 -
671 TO 679 686 715 TO 723 730 759 TO 767 774 803 TO 811 818 847 TO 855 862 -
891 TO 899 906 END MY
29 TO 40 43 44 73 TO 84 87 88 117 TO 128 131 132 161 TO 172 175 176 -
205 TO 216 219 220 249 TO 260 263 264 293 TO 304 307 308 337 TO 348 351 352 -
381 TO 392 395 396 425 TO 436 439 440 469 TO 480 483 484 513 TO 524 527 528 -
557 TO 568 571 572 601 TO 612 615 616 645 TO 656 659 660 689 TO 700 703 704 -
733 TO 744 747 748 777 TO 788 791 792 821 TO 832 835 836 865 TO 876 879 -
880 START MZ
29 TO 40 43 44 73 TO 84 87 88 117 TO 128 131 132 161 TO 172 175 176 -
205 TO 216 219 220 249 TO 260 263 264 293 294 297 TO 304 307 308 337 TO 348 -
351 352 381 TO 392 395 396 425 TO 436 439 440 469 TO 480 483 484 513 TO 524 -
527 528 557 TO 568 571 572 601 TO 612 615 616 645 TO 656 659 660 689 TO 700 -
703 704 733 734 737 TO 744 747 748 777 TO 788 791 792 821 TO 832 835 836 -
865 TO 876 879 880 909 916 923 930 END MZ
MEMBER TRUSS 
21 23 65 67 109 111 153 155 197 199 241 243 285 287 329 331 373 375 417 419 -
461 463 505 507 549 551 593 595 637 639 681 683 725 727 769 771 813 815 857 -
859 901 903 907 908 910 TO 915 917 TO 922 924 TO 929 931 TO 934
******************************************************************************
*                                 GEOMETRY                                   *
******************************************************************************
* ------------------- JOINT COORDINATES -------------------
* ------------------- MEMBER INCIDENCES -------------------
******************************************************************************
*                            MEMBER RELEASES & TRUSS                         *
******************************************************************************
******************************************************************************
*                                SUPPORTS                                    *
******************************************************************************
SUPPORTS
1 2 19 20 37 38 55 56 73 74 91 92 109 110 127 128 145 146 163 164 181 182 -
199 200 217 218 235 236 253 254 271 272 289 290 307 308 325 326 343 344 361 -
362 FIXED BUT MX MZ
*
******************************************************************************
*                           MATERIAL SPECIFICATION                           *
******************************************************************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2e+08
POISSON 0.3
DENSITY 77.0085
ALPHA 1.2e-05
DAMP 0.05
TYPE STEEL
*
ISOTROPIC DUM
E 1e+09
POISSON 0.3
DENSITY 0
ALPHA 1.2e-05
DAMP 0.05
*
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
******************************************************************************
*                           MEMBER PROPERTY                                  *
******************************************************************************
MEMBER PROPERTY BRITISH
1 TO 6 20 22 45 TO 50 64 66 89 TO 94 108 110 133 TO 138 152 154 177 TO 182 -
196 198 221 TO 226 240 242 265 TO 270 284 286 309 TO 314 328 330 353 TO 358 -
372 374 397 TO 402 416 418 441 TO 446 460 462 485 TO 490 504 506 529 TO 534 -
548 550 573 TO 578 592 594 617 TO 622 636 638 661 TO 666 680 682 705 TO 710 -
724 726 749 TO 754 768 770 793 TO 798 812 814 837 TO 842 856 858 881 TO 886 -
900 902 TABLE ST UC305X305X118
7 TO 19 21 23 TO 26 29 TO 40 43 44 51 TO 63 65 67 TO 70 73 TO 84 87 88 95 -
96 TO 107 109 111 TO 114 117 TO 128 131 132 139 TO 151 153 155 TO 158 161 -
162 TO 172 175 176 183 TO 195 197 199 TO 202 205 TO 216 219 220 227 TO 239 -
241 243 TO 246 249 TO 260 263 264 271 TO 283 285 287 TO 290 293 TO 304 307 -
308 315 TO 327 329 331 TO 334 337 TO 348 351 352 359 TO 371 373 375 TO 378 -
381 TO 392 395 396 403 TO 415 417 419 TO 422 425 TO 436 439 440 447 TO 459 -
461 463 TO 466 469 TO 480 483 484 491 TO 503 505 507 TO 510 513 TO 524 527 -
528 535 TO 547 549 551 TO 554 557 TO 568 571 572 579 TO 591 593 595 TO 598 -
601 TO 612 615 616 623 TO 635 637 639 TO 642 645 TO 656 659 660 667 TO 679 -
681 683 TO 686 689 TO 700 703 704 711 TO 723 725 727 TO 730 733 TO 744 747 -
748 755 TO 767 769 771 TO 774 777 TO 788 791 792 799 TO 811 813 815 TO 818 -
821 TO 832 835 836 843 TO 855 857 859 TO 862 865 TO 876 879 880 887 TO 899 -
901 903 TO 934 TABLE ST UC203X203X86
*******************************************************************************
*MEMBER FIREPROOFING
*1 2 5 TO 8 28 TO 32 35 36 38 TO 51 54 TO 59 61 TO 63 65 67 TO 72 76 TO 82 -
*84 TO 90 95 TO 102 104 106 108 109 131 350 351 353 TO 357 371 TO 373 -
*374 FIRE CFP THICK 0.05 DENSITY 6
*******************************************************************************
DEFINE REFERENCE LOADS
LOAD R11 LOADTYPE Dead  TITLE DE
* De: Empty weight of equipment
LOAD R12 LOADTYPE Dead  TITLE FEO
* Feo: Operation weight of equipment (empty weight & contents weight)
LOAD R13 LOADTYPE Dead  TITLE FET
* Fet: Hydro test weight of equipment (empty weight & water weight)
LOAD R2 LOADTYPE Dead  TITLE FPO
MEMBER LOAD
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GY -12.5 0.57
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GY -12.5 1.23
11 13 14 16 55 57 58 60 99 101 102 104 143 145 146 148 187 189 190 192 231 -
233 234 236 275 277 278 280 319 321 322 324 363 365 366 368 407 409 410 412 -
451 453 454 456 495 497 498 500 539 541 542 544 583 585 586 588 627 629 630 -
632 671 673 674 676 715 717 718 720 759 761 762 764 803 805 806 808 847 849 -
850 852 891 893 894 896 UNI GY -6.65
* Fpo: Operation weight of pipe (empty weight & contents weight)
LOAD R3 LOADTYPE Dead  TITLE DEL
MEMBER LOAD
24 25 68 69 112 113 156 157 200 201 244 245 288 289 332 333 376 377 420 421 -
464 465 508 509 552 553 596 597 640 641 684 685 728 729 772 773 816 817 860 -
861 904 905 CON GY -7 1.9 0
24 25 68 69 112 113 156 157 200 201 244 245 288 289 332 333 376 377 420 421 -
464 465 508 509 552 553 596 597 640 641 684 685 728 729 772 773 816 817 860 -
861 904 905 CMOM GX 7 1.9
* Del: Weight of cable trays
LOAD R4 LOADTYPE Mass  TITLE MASS LOAD FOR RESPONSE SPECTRUM
*{ Auto Build Mass Load
*{ 1.0 * LOAD 1
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
MEMBER LOAD
11 13 14 16 55 57 58 60 99 101 102 104 143 145 146 148 187 189 190 192 231 -
233 234 236 275 277 278 280 319 321 322 324 363 365 366 368 407 409 410 412 -
451 453 454 456 495 497 498 500 539 541 542 544 583 585 586 588 627 629 630 -
632 671 673 674 676 715 717 718 720 759 761 762 764 803 805 806 808 847 849 -
850 852 891 893 894 896 UNI GY 6.65
11 13 14 16 55 57 58 60 99 101 102 104 143 145 146 148 187 189 190 192 231 -
233 234 236 275 277 278 280 319 321 322 324 363 365 366 368 407 409 410 412 -
451 453 454 456 495 497 498 500 539 541 542 544 583 585 586 588 627 629 630 -
632 671 673 674 676 715 717 718 720 759 761 762 764 803 805 806 808 847 849 -
850 852 891 893 894 896 UNI GX 6.65
11 13 14 16 55 57 58 60 99 101 102 104 143 145 146 148 187 189 190 192 231 -
233 234 236 275 277 278 280 319 321 322 324 363 365 366 368 407 409 410 412 -
451 453 454 456 495 497 498 500 539 541 542 544 583 585 586 588 627 629 630 -
632 671 673 674 676 715 717 718 720 759 761 762 764 803 805 806 808 847 849 -
850 852 891 893 894 896 UNI GZ 6.65
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GY 12.5 0.57
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GX 12.5 0.57
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GZ 12.5 0.57
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GZ 12.5 1.23
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GY 12.5 1.23
12 15 56 59 100 103 144 147 188 191 232 235 276 279 320 323 364 367 408 411 -
452 455 496 499 540 543 584 587 628 631 672 675 716 719 760 763 804 807 848 -
851 892 895 CON GX 12.5 1.23
24 25 68 69 112 113 156 157 200 201 244 245 288 289 332 333 376 377 420 421 -
464 465 508 509 552 553 596 597 640 641 684 685 728 729 772 773 816 817 860 -
861 904 905 CON GY 7 2
24 25 68 69 112 113 156 157 200 201 244 245 288 289 332 333 376 377 420 421 -
464 465 508 509 552 553 596 597 640 641 684 685 728 729 772 773 816 817 860 -
861 904 905 CON GX 7 2
24 25 68 69 112 113 156 157 200 201 244 245 288 289 332 333 376 377 420 421 -
464 465 508 509 552 553 596 597 640 641 684 685 728 729 772 773 816 817 860 -
861 904 905 CON GZ 7 2
*{ 1.0 * LOAD 3
*{ 0.5 * LOAD 6
END DEFINE REFERENCE LOADS
*****************************
DEFINE WIND LOAD
* Pd=kd*ka*kc*Pz, for 10m, Pd=1.16 kN/m2
TYPE 1 WIND 1
INT 1.16 1.28 1.33 1.46 1.59 1.79 HEIG  10  15  20  30  50  100
DEFINE IS1893 2015 LOAD PART4
*ZONE-Seismic zone factor, RF-Response reduction factor, I-Importance factor,
*SS-Soil site condition, ST-Structure type, DM-Damping,
* G21P03-TQ-CTI-C-017:
*1. We shall use only SMF & SCBF. Accordingly R value to be selected.
*
*for SCBF of Steel Platform:
*Z=0.16, R=4.5, I=1.5, SS=2, ST=2, DM=0.05
*ZONE 0.16 RF 4.5 I 1.5 SS 2 ST 2 DM 0.05
*for SMF of Steel Platform:
*Z=0.16, R=5, I=1.5, SS=2, ST=2, DM=0.05
*ZONE 0.16 RF 5 I 1.5 SS 2 ST 2 DM 0.05
*
*for SCBF of steel Piperack:
*Z=0.16, R=4.5, I=1.25, SS=2, ST=3, DM=0.05
ZONE 0.16 RF 4.5 I 1.25 SS 2 ST 3 DM 0.05
*for SMF of steel Piperack:
*Z=0.16, R=5, I=1.25, SS=2, ST=3, DM=0.05
*ZONE 0.16 RF 5 I 1.25 SS 2 ST 3 DM 0.05
*
******************************************************************************
LOAD 31 LOADTYPE Seismic-H  TITLE SOX
* SEISMIC of steel members IN X+ DIRECTION UNDER OPERATION CONDITION
*
* for SCBF of Steel Platform:
* X f1, Y f2, Z f3- [(Z/2)*(I/R)]=[(0.16/2)*(1.5/4.5)]= 0.0267; RSMIN- 2.00
*SPECTRUM CQC IS1893 2015-P4 X 0.0267 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
* for SMF of Steel Platform:
* X f1, Y f2, Z f3- [(Z/2)*(I/R)]=[(0.16/2)*(1.5/5)]= 0.024; RSMIN- 2.00
*SPECTRUM CQC IS1893 2015-P4 X 0.024 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
*
* for SCBF of Steel Piperack:
* X f1, Y f2, Z f3- [(Z/2)*(I/R)]=[(0.16/2)*(1.25/4.5)]= 0.0222; RSMIN- 2.00
*SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
* for SMF of Steel Piperack:
* X f1, Y f2, Z f3- [(Z/2)*(I/R)]=[(0.16/2)*(1.25/5)]= 0.02; RSMIN- 2.00
*SPECTRUM CQC IS1893 2015-P4 X 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
*
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
LOAD 32 LOADTYPE Seismic-V  TITLE SOY
* SEISMIC of steel members IN Y+ DIRECTION (VERTICAL) UNDER OPERATION CONDITION
* IS 1893-1-2016 CL.6.4.6 for industrial structures, Av=(2/3)*Ah
SPECTRUM CQC IS1893 2015-P4 Y 0.0148 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
LOAD 33 LOADTYPE Seismic-H  TITLE SOZ
* SEISMIC of steel members IN Z+ DIRECTION UNDER OPERATION CONDITION
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
************************
LOAD 1 LOADTYPE Dead  TITLE DL
* DS: DEAD LOAD
* Including:
* Dsw: Self-weight of materials forming the structure
* Ds: Weight of non-structural components, such as grating, handrail,
*stair, ladder
* Dfp: Weight of fireproofing
* Use an addition 5% of the steel member selfweight considering the weight of
*connection of heavy member (heavy member: >40 plf, 59.6 kg/m).
* Use an addition 10% of the steel member selfweight considering the weight of
*connection of medium member (medium member: 20 plf to 40 plf).
* Use an addition 15% of the steel member selfweight considering the weight of
*connection of light member (light member: <20 plf, 29.8 kg/m).
* Fireproofing is not required.
* Grating, secondary beam, horizonatal bracing: 1kN/m2
* Handrail: 0.2kN/m
* Stair: 1.7kN/m2
* Ladder: 0.25kN/m
SELFWEIGHT Y -1.15 
*
LOAD 2 LOADTYPE Dead  TITLE PE
* PE: EMPTY WEIGHT
* Including:
* De: Empty weight of equipment
* Dpe: Empty weight of pipes
* Del: Weight of cable trays
REFERENCE LOAD
R11 1.0 R2 0.6 R3 1.0 
*
LOAD 3 LOADTYPE Dead  TITLE PO
* PO: OPERATION WEIGHT
* Including:
* Feo: Operation weight of equipment (empty weight & contents weight)
* Fpo: Operation weight of pipes (empty weight & contents weight)
* Del: Weight of cable trays
REFERENCE LOAD
R12 1.0 R2 1.0 R3 1.0 
*
LOAD 4 LOADTYPE Dead  TITLE PT
* PT: TEST WEIGHT
* Including:
* Fet: Hydro test weight of equipment (empty weight & contents weight)
* Fpt: Hydro test weight of pipes (empty weight & contents weight)
* Del: weight of cable trays
REFERENCE LOAD
R13 1.0 R2 1.0 R3 1.0 
*
LOAD 5 LOADTYPE Dead  TITLE POL
* POL: Piping load on longitudinal beam struts, details see
*RPMS-ENGG-DBD-CS-001 CL.5.3.5.b.
*
LOAD 6 LOADTYPE Live  TITLE LF
MEMBER LOAD
17 19 61 63 105 107 149 151 193 195 237 239 281 283 325 327 369 371 413 415 -
457 459 501 503 545 547 589 591 633 635 677 679 721 723 765 767 809 811 853 -
855 897 899 UNI GY -5
* LF: FLOOR LIVE LOAD
* Grating: 5.0 kN/m2
* Stair: 5.0kN/m2 (projection)
* Ladder: 0.5kN/m
*
LOAD 7 LOADTYPE Live  TITLE LR
* LR: ROOF LIVE LOAD
*
LOAD 8 LOADTYPE Live  TITLE ER
* ER: ERECTION LOAD
*
LOAD 9 LOADTYPE Live  TITLE ML
* ML: MAINTENANCE LOAD
*
*
LOAD 10 LOADTYPE Live  TITLE BP
* BP: BUNDLE PULL LOAD
LOAD 15 LOADTYPE Temperature  TITLE TA
* TA: PIPING ANCHOR & GUIDE LOAD
LOAD 16 LOADTYPE Temperature  TITLE TF
* TF: PIPING FRICTIONAL / THERMAL LOAD
LOAD 17 LOADTYPE Temperature  TITLE TE
* TE: THERMAL EXPANSION LOAD
* Maximum design temperature 47C
* Minimum design temperature 5.6C
* Assuming installed temperature 20C
* Temperature load = 47-20 = 27C
*
LOAD 18 LOADTYPE Dead  TITLE H
*H: Load due to weight of soil, water in soil
LOAD 19 LOADTYPE Dead  TITLE F
*F: Load due to weight and pressures of fluids
LOAD 20 LOADTYPE Dead  TITLE GW
*Gw: Groundwater pressure
*
LOAD 21 LOADTYPE Wind  TITLE WX+
* WX+: WIND LOAD IN X+ DIRECTION
* Wind load coefficient Cf shall be calculated as per
*IS-875 (part 3) Cl. 7.4.3.3 & 7.4.3.4.
WIND LOAD X 2 TYPE 1 XR 0 0.1 OPEN
WIND LOAD X 1.7 TYPE 1 XR 1 90 OPEN
LOAD 22 LOADTYPE Wind  TITLE WX-
WIND LOAD -X 2 TYPE 1 XR 90 90 OPEN
WIND LOAD -X 1.7 TYPE 1 XR 0 89 OPEN
* WX-: WIND LOAD IN X- DIRECTION
LOAD 23 LOADTYPE Wind  TITLE WZ+
* WZ+: WIND LOAD IN Z+ DIRECTION
WIND LOAD Z 2 TYPE 1 ZR -10 0 OPEN
WIND LOAD Z 2 TYPE 1 ZR 0.2 10 OPEN
LOAD 24 LOADTYPE Wind  TITLE WZ-
WIND LOAD -Z 2 TYPE 1 ZR 0.2 10 OPEN
WIND LOAD -Z 2 TYPE 1 ZR -10 0 OPEN
* WZ-: WIND LOAD IN Z- DIRECTION
*
******************************************************************************
*                               NOTIONAL LOAD                                *
******************************************************************************
LOAD 41 LOADTYPE Dead  TITLE NDLX
* NOTIONAL LOAD FROM DL IN X DIRECTION
NOTIONAL LOAD
1 X 0.003 
LOAD 42 LOADTYPE Dead  TITLE NDLZ
* NOTIONAL LOAD FROM DL IN Z DIRECTION
NOTIONAL LOAD
1 Z 0.003 
LOAD 43 LOADTYPE Dead  TITLE NPEX
* NOTIONAL LOAD FROM PE IN X DIRECTION
NOTIONAL LOAD
2 X 0.003 
LOAD 44 LOADTYPE Dead  TITLE NPEZ
* NOTIONAL LOAD FROM PE IN Z DIRECTION
NOTIONAL LOAD
2 Z 0.003 
LOAD 45 LOADTYPE Dead  TITLE NPOX
* NOTIONAL LOAD FROM PO IN X DIRECTION
NOTIONAL LOAD
3 X 0.003 
LOAD 46 LOADTYPE Dead  TITLE NPOZ
* NOTIONAL LOAD FROM PO IN Z DIRECTION
NOTIONAL LOAD
3 Z 0.003 
LOAD 47 LOADTYPE Dead  TITLE NPTX
* NOTIONAL LOAD FROM PT IN X DIRECTION
NOTIONAL LOAD
4 X 0.003 
LOAD 48 LOADTYPE Dead  TITLE NPTZ
* NOTIONAL LOAD FROM PT IN Z DIRECTION
NOTIONAL LOAD
4 Z 0.003 
LOAD 49 LOADTYPE Live  TITLE NLFX
* NOTIONAL LOAD FROM LF IN X DIRECTION
NOTIONAL LOAD
6 X 0.003 
LOAD 50 LOADTYPE Live  TITLE NLFZ
* NOTIONAL LOAD FROM LF IN Z DIRECTION
NOTIONAL LOAD
6 Z 0.003 
LOAD 51 LOADTYPE Live  TITLE NLRX
* NOTIONAL LOAD FROM LR IN X DIRECTION
NOTIONAL LOAD
7 X 0.003 
LOAD 52 LOADTYPE Live  TITLE NLRZ
* NOTIONAL LOAD FROM LR IN Z DIRECTION
NOTIONAL LOAD
7 Z 0.003 
LOAD 53 LOADTYPE Live  TITLE NERX
* NOTIONAL LOAD FROM ER IN X DIRECTION
NOTIONAL LOAD
8 X 0.003 
LOAD 54 LOADTYPE Live  TITLE NERZ
* NOTIONAL LOAD FROM ER IN Z DIRECTION
NOTIONAL LOAD
8 Z 0.003 
LOAD 55 LOADTYPE Live  TITLE NMLX
* NOTIONAL LOAD FROM ML IN X DIRECTION
NOTIONAL LOAD
9 X 0.003 
LOAD 56 LOADTYPE Live  TITLE NMLZ
* NOTIONAL LOAD FROM ML IN Z DIRECTION
NOTIONAL LOAD
9 Z 0.003 
*
PERFORM ANALYSIS PRINT STATICS CHECK
PERFORM ANALYSIS
CHANGE
MEMBER CRACKED
1 TO 26 29 TO 40 43 TO 70 73 TO 84 87 TO 114 117 TO 128 131 TO 158 -
161 TO 172 175 TO 202 205 TO 216 219 TO 246 249 TO 260 263 TO 290 -
293 TO 304 307 TO 334 337 TO 348 351 TO 378 381 TO 392 395 TO 422 -
425 TO 436 439 TO 466 469 TO 480 483 TO 510 513 TO 524 527 TO 554 -
557 TO 568 571 TO 598 601 TO 612 615 TO 642 645 TO 656 659 TO 686 -
689 TO 700 703 TO 730 733 TO 744 747 TO 774 777 TO 788 791 TO 818 -
821 TO 832 835 TO 862 865 TO 876 879 TO 933 -
934 REDUCTION RAX 0.8 RIX 0.8 RIY 0.8 RIZ 0.8
******************
******************************************************************************
*                           LOAD COMBINATIONS                                *
******************************************************************************
*LC - Steel Platform & Steel Piperack - Superstructure
*Operation (ULS)
*1.5*(DL+Po+Ta+Te+/-Tf)+1.5*Lf+/-NL
LOAD 101 1.5*(DL+PO+TA+TE+TF)+1.5*LF+NLX
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 1.5 17 1.5 41 1.5 45 1.5 49 1.5 
LOAD 102 1.5*(DL+PO+TA+TE+TF)+1.5*LF-NLX
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 1.5 17 1.5 41 -1.5 45 -1.5 49 -1.5 
LOAD 103 1.5*(DL+PO+TA+TE+TF)+1.5*LF+NLZ
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 1.5 17 1.5 42 1.5 46 1.5 50 1.5 
LOAD 104 1.5*(DL+PO+TA+TE+TF)+1.5*LF-NLZ
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 1.5 17 1.5 42 -1.5 46 -1.5 50 -1.5 
LOAD 105 1.5*(DL+PO+TA+TE-TF)+1.5*LF+NLX
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 41 1.5 45 1.5 49 1.5 
LOAD 106 1.5*(DL+PO+TA+TE-TF)+1.5*LF-NLX
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 41 -1.5 45 -1.5 49 -1.5 
LOAD 107 1.5*(DL+PO+TA+TE-TF)+1.5*LF+NLZ
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 42 1.5 46 1.5 50 1.5 
LOAD 108 1.5*(DL+PO+TA+TE-TF)+1.5*LF-NLZ
REPEAT LOAD
1 1.5 3 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 42 -1.5 46 -1.5 50 -1.5 
*Operation w/ wind (ULS)
*1.2*(DL+Po+Ta+Te)+1.2*Lf+/-1.2*W+/-NL
LOAD 109 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*WX+NLX
REPEAT LOAD
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 21 1.2 41 1.2 45 1.2 49 1.2 
LOAD 110 1.2*(DL+PO+TA+TE)+1.2*LF-1.2*WX-NLX
REPEAT LOAD
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 22 1.2 41 -1.2 45 -1.2 49 -1.2 
LOAD 111 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*WZ+NLZ
REPEAT LOAD
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 23 1.2 42 1.2 46 1.2 50 1.2 
LOAD 112 1.2*(DL+PO+TA+TE)+1.2*LF-1.2*WZ-NLZ
REPEAT LOAD
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 24 1.2 42 -1.2 46 -1.2 50 -1.2 
*1.5*(DL+Po+Ta+Te)+/-1.5*W+/-NL
LOAD 113 1.5*(DL+PO+TA+TE)+1.5*WX+NLX
REPEAT LOAD
1 1.5 3 1.5 15 1.5 17 1.5 21 1.5 41 1.5 45 1.5 
LOAD 114 1.5*(DL+PO+TA+TE)-1.5*WX-NLX
REPEAT LOAD
1 1.5 3 1.5 15 1.5 17 1.5 22 1.5 41 -1.5 45 -1.5 
LOAD 115 1.5*(DL+PO+TA+TE)+1.5*WZ+NLZ
REPEAT LOAD
1 1.5 3 1.5 15 1.5 17 1.5 23 1.5 42 1.5 46 1.5 
LOAD 116 1.5*(DL+PO+TA+TE)-1.5*WZ-NLZ
REPEAT LOAD
1 1.5 3 1.5 15 1.5 17 1.5 24 1.5 42 -1.5 46 -1.5 
*0.9*(DL+Po+Ta+Te)+-1.5*W+/-NL
LOAD 117 0.9*(DL+PO+TA+TE)+1.5*WX+NLX
REPEAT LOAD
1 0.9 3 0.9 15 0.9 17 0.9 21 1.5 41 0.9 45 0.9 
LOAD 118 0.9*(DL+PO+TA+TE)-1.5*WX-NLX
REPEAT LOAD
1 0.9 3 0.9 15 0.9 17 0.9 22 1.5 41 -0.9 45 -0.9 
LOAD 119 0.9*(DL+PO+TA+TE)+1.5*WZ+NLZ
REPEAT LOAD
1 0.9 3 0.9 15 0.9 17 0.9 23 1.5 42 0.9 46 0.9 
LOAD 120 0.9*(DL+PO+TA+TE)-1.5*WZ-NLZ
REPEAT LOAD
1 0.9 3 0.9 15 0.9 17 0.9 24 1.5 42 -0.9 46 -0.9 
*Empty (ULS)
*1.5*(DL+Pe)+1.5*Lf+/-NL
LOAD 121 1.5*(DL+PE)+1.5*LF+NLX
REPEAT LOAD
1 1.5 2 1.5 6 1.5 41 1.5 43 1.5 49 1.5 
LOAD 122 1.5*(DL+PE)+1.5*LF-NLX
REPEAT LOAD
1 1.5 2 1.5 6 1.5 41 -1.5 43 -1.5 49 -1.5 
LOAD 123 1.5*(DL+PE)+1.5*LF+NLZ
REPEAT LOAD
1 1.5 2 1.5 6 1.5 42 1.5 44 1.5 50 1.5 
LOAD 124 1.5*(DL+PE)+1.5*LF-NLZ
REPEAT LOAD
1 1.5 2 1.5 6 1.5 42 -1.5 44 -1.5 50 -1.5 
*Empty w/ wind (ULS)
*1.2*(DL+Pe)+1.2*Lf+/-1.2*W+/-NL
LOAD 125 1.2*(DL+PE)+1.2*LF+1.2*WX+NLX
REPEAT LOAD
1 1.2 2 1.2 6 1.2 21 1.2 41 1.2 43 1.2 49 1.2 
LOAD 126 1.2*(DL+PE)+1.2*LF-1.2*WX-NLX
REPEAT LOAD
1 1.2 2 1.2 6 1.2 22 1.2 41 -1.2 43 -1.2 49 -1.2 
LOAD 127 1.2*(DL+PE)+1.2*LF+1.2*WZ+NLZ
REPEAT LOAD
1 1.2 2 1.2 6 1.2 23 1.2 42 1.2 44 1.2 50 1.2 
LOAD 128 1.2*(DL+PE)+1.2*LF-1.2*WZ-NLZ
REPEAT LOAD
1 1.2 2 1.2 6 1.2 24 1.2 42 -1.2 44 -1.2 50 -1.2 
*1.5*(DL+Pe)+/-1.5*W+/-NL
LOAD 129 1.5*(DL+PE)+1.5*WX+NLX
REPEAT LOAD
1 1.5 2 1.5 21 1.5 41 1.5 43 1.5 
LOAD 130 1.5*(DL+PE)-1.5*WX-NLX
REPEAT LOAD
1 1.5 2 1.5 22 1.5 41 -1.5 43 -1.5 
LOAD 131 1.5*(DL+PE)+1.5*WZ+NLZ
REPEAT LOAD
1 1.5 2 1.5 23 1.5 42 1.5 44 1.5 
LOAD 132 1.5*(DL+PE)-1.5*WZ-NLZ
REPEAT LOAD
1 1.5 2 1.5 24 1.5 42 -1.5 44 -1.5 
*0.9*(DL+Pe)+/-1.5*W+/-NL
LOAD 133 0.9*(DL+PE)+1.5*WX+NLX
REPEAT LOAD
1 0.9 2 0.9 21 1.5 41 0.9 43 0.9 
LOAD 134 0.9*(DL+PE)-1.5*WX-NLX
REPEAT LOAD
1 0.9 2 0.9 22 1.5 41 -0.9 43 -0.9 
LOAD 135 0.9*(DL+PE)+1.5*WZ+NLZ
REPEAT LOAD
1 0.9 2 0.9 23 1.5 42 0.9 44 0.9 
LOAD 136 0.9*(DL+PE)-1.5*WZ-NLZ
REPEAT LOAD
1 0.9 2 0.9 24 1.5 42 -0.9 44 -0.9 
*Test (ULS)
*75% of live load shall be considered under test condition.
*1.5*(DL+Pt)+1.5*(0.75Lf)+/-NL
LOAD 137 1.5*(DL+PT)+1.5*(0.75LF)+NLX
REPEAT LOAD
1 1.5 4 1.5 6 1.125 41 1.5 47 1.5 49 1.125 
LOAD 138 1.5*(DL+PT)+1.5*(0.75LF)-NLX
REPEAT LOAD
1 1.5 4 1.5 6 1.125 41 -1.5 47 -1.5 49 -1.125 
LOAD 139 1.5*(DL+PT)+1.5*(0.75LF)+NLZ
REPEAT LOAD
1 1.5 4 1.5 6 1.125 42 1.5 48 1.5 50 1.5 
LOAD 140 1.5*(DL+PT)+1.5*(0.75LF)-NLZ
REPEAT LOAD
1 1.5 4 1.5 6 1.125 42 -1.5 48 -1.5 50 -1.5 
*For short test and erection periods, 50% wind load shall be considered.
*1.2*(DL+Pt)+1.2*(0.75Lf)+/-1.2*(0.5W)+/-NL
LOAD 141 1.2*(DL+PT)+1.2*(0.75LF)+1.2*(0.5WX)+NLX
REPEAT LOAD
1 1.2 4 1.2 6 0.9 21 0.6 41 1.2 47 1.2 49 0.9 
LOAD 142 1.2*(DL+PT)+1.2*(0.75LF)-1.2*(0.5WX)-NLX
REPEAT LOAD
1 1.2 4 1.2 6 0.9 22 0.6 41 -1.2 47 -1.2 49 -0.9 
LOAD 143 1.2*(DL+PT)+1.2*(0.75LF)+1.2*(0.5WZ)+NLZ
REPEAT LOAD
1 1.2 4 1.2 6 0.9 23 0.6 42 1.2 48 1.2 50 1.2 
LOAD 144 1.2*(DL+PT)+1.2*(0.75LF)-1.2*(0.5WZ)-NLZ
REPEAT LOAD
1 1.2 4 1.2 6 0.9 24 0.6 42 -1.2 48 -1.2 50 -1.2 
*1.5*(DL+Pt)+/-1.5*(0.5W)+/-NL
LOAD 145 1.5*(DL+PT)+1.5*(0.5WX)+NLX
REPEAT LOAD
1 1.5 4 1.5 21 0.75 41 1.5 47 1.5 
LOAD 146 1.5*(DL+PT)-1.5*(0.5WX)-NLX
REPEAT LOAD
1 1.5 4 1.5 22 0.75 41 -1.5 47 -1.5 
LOAD 147 1.5*(DL+PT)+1.5*(0.5WZ)+NLZ
REPEAT LOAD
1 1.5 4 1.5 23 0.75 42 1.5 48 1.5 
LOAD 148 1.5*(DL+PT)-1.5*(0.5WZ)-NLZ
REPEAT LOAD
1 1.5 4 1.5 24 0.75 42 -1.5 48 -1.5 
*0.9*(DL+Pt)+/-1.5*(0.5W)+/-NL
LOAD 149 0.9*(DL+PT)+1.5*(0.5WX)+NLX
REPEAT LOAD
1 0.9 4 0.9 21 0.75 41 0.9 47 0.9 
LOAD 150 0.9*(DL+PT)-1.5*(0.5WX)-NLX
REPEAT LOAD
1 0.9 4 0.9 22 0.75 41 -0.9 47 -0.9 
LOAD 151 0.9*(DL+PT)+1.5*(0.5WZ)+NLZ
REPEAT LOAD
1 0.9 4 0.9 23 0.75 42 0.9 48 0.9 
LOAD 152 0.9*(DL+PT)-1.5*(0.5WZ)-NLZ
REPEAT LOAD
1 0.9 4 0.9 24 0.75 42 -0.9 48 -0.9 
*Erection (ULS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.2*(DL+Pe)+1.2Er+/-NL
LOAD 153 1.2*(DL+PE)+1.2ER+NLX
REPEAT LOAD
1 1.2 2 1.2 8 1.2 41 1.2 43 1.2 53 1.2 
LOAD 154 1.2*(DL+PE)+1.2ER-NLX
REPEAT LOAD
1 1.2 2 1.2 8 1.2 41 -1.2 43 -1.2 53 -1.2 
LOAD 155 1.2*(DL+PE)+1.2ER+NLZ
REPEAT LOAD
1 1.2 2 1.2 8 1.2 42 1.2 44 1.2 54 1.2 
LOAD 156 1.2*(DL+PE)+1.2ER-NLZ
REPEAT LOAD
1 1.2 2 1.2 8 1.2 42 -1.2 44 -1.2 54 -1.2 
*0.9*(DL+Pe)+1.2Er+/-NL
LOAD 157 0.9*(DL+PE)+1.2ER+NLX
REPEAT LOAD
1 0.9 2 0.9 8 1.2 41 0.9 43 0.9 53 1.2 
LOAD 158 0.9*(DL+PE)+1.2ER-NLX
REPEAT LOAD
1 0.9 2 0.9 8 1.2 41 -0.9 43 -0.9 53 -1.2 
LOAD 159 0.9*(DL+PE)+1.2ER+NLZ
REPEAT LOAD
1 0.9 2 0.9 8 1.2 42 0.9 44 0.9 54 1.2 
LOAD 160 0.9*(DL+PE)+1.2ER-NLZ
REPEAT LOAD
1 0.9 2 0.9 8 1.2 42 -0.9 44 -0.9 54 -1.2 
*For short test and erection periods, 50% wind load shall be considered.
*1.2*(DL+Pe)+1.2Er+/-1.2*(0.5W)+/-NL
LOAD 161 1.2*(DL+PE)+1.2ER+1.2*(0.5WX)+NLX
REPEAT LOAD
1 1.2 2 1.2 8 1.2 21 0.6 41 1.2 43 1.2 53 1.2 
LOAD 162 1.2*(DL+PE)+1.2ER-1.2*(0.5WX)-NLX
REPEAT LOAD
1 1.2 2 1.2 8 1.2 22 0.6 41 -1.2 43 -1.2 53 -1.2 
LOAD 163 1.2*(DL+PE)+1.2ER+1.2*(0.5WZ)+NLZ
REPEAT LOAD
1 1.2 2 1.2 8 1.2 23 0.6 42 1.2 44 1.2 54 1.2 
LOAD 164 1.2*(DL+PE)+1.2ER-1.2*(0.5WZ)-NLZ
REPEAT LOAD
1 1.2 2 1.2 8 1.2 24 0.6 42 -1.2 44 -1.2 54 -1.2 
*0.9*(DL+Pe)+1.2Er+/-1.2*(0.5W)+/-NL
LOAD 165 0.9*(DL+PE)+1.2ER+1.2*(0.5WX)+NLX
REPEAT LOAD
1 0.9 2 0.9 8 1.2 21 0.6 41 0.9 43 0.9 53 1.2 
LOAD 166 0.9*(DL+PE)+1.2ER-1.2*(0.5WX)-NLX
REPEAT LOAD
1 0.9 2 0.9 8 1.2 22 0.6 41 -0.9 43 -0.9 53 -1.2 
LOAD 167 0.9*(DL+PE)+1.2ER+1.2*(0.5WZ)+NLZ
REPEAT LOAD
1 0.9 2 0.9 8 1.2 23 0.6 42 0.9 44 0.9 54 1.2 
LOAD 168 0.9*(DL+PE)+1.2ER-1.2*(0.5WZ)-NLZ
REPEAT LOAD
1 0.9 2 0.9 8 1.2 24 0.6 42 -0.9 44 -0.9 54 -1.2 
*Maintenance (ULS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.2*(DL+Po)?1.2*ML+1.2*Bp+/-1.2*(0.5W)+/-NL
LOAD 169 1.2*(DL+PO)+1.2*ML+1.2*BP+1.2*(0.5WX)+NLX
REPEAT LOAD
1 1.2 3 1.2 9 1.2 10 1.2 21 0.6 41 1.2 45 1.2 55 1.2 
LOAD 170 1.2*(DL+PO)+1.2*ML+1.2*BP-1.2*(0.5WX)-NLX
REPEAT LOAD
1 1.2 3 1.2 9 1.2 10 1.2 22 0.6 41 -1.2 45 -1.2 55 -1.2 
LOAD 171 1.2*(DL+PO)+1.2*ML+1.2*BP+1.2*(0.5WZ)+NLZ
REPEAT LOAD
1 1.2 3 1.2 9 1.2 10 1.2 23 0.6 42 1.2 46 1.2 56 1.2 
LOAD 172 1.2*(DL+PO)+1.2*ML+1.2*BP-1.2*(0.5WZ)-NLZ
REPEAT LOAD
1 1.2 3 1.2 9 1.2 10 1.2 24 0.6 42 -1.2 46 -1.2 56 -1.2 
*
PDELTA 10 ANALYSIS SMALLDELTA
CHANGE
*******************************
MEMBER CRACKED
1 TO 26 29 TO 40 43 TO 70 73 TO 84 87 TO 114 117 TO 128 131 TO 158 -
161 TO 172 175 TO 202 205 TO 216 219 TO 246 249 TO 260 263 TO 290 -
293 TO 304 307 TO 334 337 TO 348 351 TO 378 381 TO 392 395 TO 422 -
425 TO 436 439 TO 466 469 TO 480 483 TO 510 513 TO 524 527 TO 554 -
557 TO 568 571 TO 598 601 TO 612 615 TO 642 645 TO 656 659 TO 686 -
689 TO 700 703 TO 730 733 TO 744 747 TO 774 777 TO 788 791 TO 818 -
821 TO 832 835 TO 862 865 TO 876 879 TO 933 -
934 REDUCTION RAX 1 RIX 1 RIY 1 RIZ 1
**********2nd order**********
*Operation w/ seismic (ULS)
*1.2*(DL+Po+Ta+Te)+1.2*Lf+/-1.2*So
LOAD 701 1.2*(DL+PO+TA+TE)+1.2*LF
REPEAT LOAD
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 
LOAD 801 LOADTYPE Seismic-H  TITLE SOX
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
LOAD 802 LOADTYPE Seismic-H  TITLE SOZ
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
*
*1.5*(DL+Po+Ta+Te)+/-1.5*So
LOAD 702 1.5*(DL+PO+TA+TE)
REPEAT LOAD
1 1.5 3 1.5 15 1.5 17 1.5 
LOAD 803 LOADTYPE Seismic-H  TITLE SOX
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
LOAD 804 LOADTYPE Seismic-H  TITLE SOZ
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
*
*0.9*(DL+Po+Ta+Te)+/-1.5*So
LOAD 703 0.9*(DL+PO+TA+TE)
REPEAT LOAD
1 0.9 3 0.9 15 0.9 17 0.9 
LOAD 805 LOADTYPE Seismic-H  TITLE SOX
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
LOAD 806 LOADTYPE Seismic-H  TITLE SOZ
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
*
*Local check (ULS)
*1.2*(DL+Po)+0.5*Lf+/-2.5*So
LOAD 704 1.2*(DL+PO)+0.5*LF
REPEAT LOAD
1 1.2 3 1.2 6 0.5 
LOAD 807 LOADTYPE Seismic-H  TITLE SOX
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
LOAD 808 LOADTYPE Seismic-H  TITLE SOZ
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
*
*0.9*(DL+Po)+/-2.5*So
LOAD 705 0.9*(DL+PO)
REPEAT LOAD
1 0.9 3 0.9 
LOAD 809 LOADTYPE Seismic-H  TITLE SOX
SPECTRUM CQC IS1893 2015-P4 X 0.0222 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
LOAD 810 LOADTYPE Seismic-H  TITLE SOZ
SPECTRUM CQC IS1893 2015-P4 Z 0.02 SCALE 1 DAMP 0.05 SIGN RSMIN 2.00
SOIL TYPE 2
PDELTA KG ANALYSIS SMALLDELTA
CHANGE
*
*********************************************
*Operation (SLS)
*1.0*(DL+Po)+1.0*Lf
LOAD COMB 501 1.0*(DL+PO)+1.0*LF
1 1.0 3 1.0 6 1.0 
*Operation (ULS)
* Inverted V-bracing inactive and check beam in inverted V-type OCBF,
*details see AISC 341-10 F1.4a.(1).
*1.5*(DL+Po)+1.5*Lf
LOAD COMB 503 1.5*(DL+PO)+1.5*LF
1 1.5 3 1.5 6 1.5 
*Local check (ULS)
* Piping load on longitudinal beam struts, details see RPMS-ENGG-DBD-CS-001
*CL.5.3.5.b.
*1.5*(DL+Po+Pol+Ta+Te+-Tf)+1.5*Lf
LOAD COMB 504 1.5*(DL+PO+POL+TA+TE+TF)+1.5*LF
1 1.5 3 1.5 5 1.5 6 1.5 15 1.5 16 1.5 17 1.5 
LOAD COMB 505 1.5*(DL+PO+POL+TA+TE-TF)+1.5*LF
1 1.5 3 1.5 5 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 
*********************************************
*Operation w/ seismic (ULS)
*1.2*(DL+Po+Ta+Te)+1.2*Lf+/-1.2*So
LOAD COMB 201 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+SOX+0.3SOY+0.3SOZ)
701 1.0 801 1.2 32 0.36 802 0.36 
LOAD COMB 202 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+SOX+0.3SOY-0.3SOZ)
701 1.0 801 1.2 32 0.36 802 -0.36 
LOAD COMB 203 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+SOX-0.3SOY+0.3SOZ)
701 1.0 801 1.2 32 -0.36 802 0.36 
LOAD COMB 204 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+SOX-0.3SOY-0.3SOZ)
701 1.0 801 1.2 32 -0.36 802 -0.36 
LOAD COMB 205 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-SOX+0.3SOY+0.3SOZ)
701 1.0 801 -1.2 32 0.36 802 0.36 
LOAD COMB 206 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-SOX+0.3SOY-0.3SOZ)
701 1.0 801 -1.2 32 0.36 802 -0.36 
LOAD COMB 207 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-SOX-0.3SOY+0.3SOZ)
701 1.0 801 -1.2 32 -0.36 802 0.36 
LOAD COMB 208 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-SOX-0.3SOY-0.3SOZ)
701 1.0 801 -1.2 32 -0.36 802 -0.36 
LOAD COMB 209 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX+0.3SOY+SOZ)
701 1.0 801 0.36 32 0.36 802 1.2 
LOAD COMB 210 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX+0.3SOY-SOZ)
701 1.0 801 0.36 32 0.36 802 -1.2 
LOAD COMB 211 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX-0.3SOY+SOZ)
701 1.0 801 0.36 32 -0.36 802 1.2 
LOAD COMB 212 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX-0.3SOY-SOZ)
701 1.0 801 0.36 32 -0.36 802 -1.2 
LOAD COMB 213 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX+0.3SOY+SOZ)
701 1.0 801 -0.36 32 0.36 802 1.2 
LOAD COMB 214 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX+0.3SOY-SOZ)
701 1.0 801 -0.36 32 0.36 802 -1.2 
LOAD COMB 215 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX-0.3SOY+SOZ)
701 1.0 801 -0.36 32 -0.36 802 1.2 
LOAD COMB 216 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX-0.3SOY-SOZ)
701 1.0 801 -0.36 32 -0.36 802 -1.2 
LOAD COMB 217 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX+SOY+0.3SOZ)
701 1.0 801 0.36 32 1.2 802 0.36 
LOAD COMB 218 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX+SOY-0.3SOZ)
701 1.0 801 0.36 32 1.2 802 -0.36 
LOAD COMB 219 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX-SOY+0.3SOZ)
701 1.0 801 0.36 32 -1.2 802 0.36 
LOAD COMB 220 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(+0.3SOX-SOY-0.3SOZ)
701 1.0 801 0.36 32 -1.2 802 -0.36 
LOAD COMB 221 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX+SOY+0.3SOZ)
701 1.0 801 -0.36 32 1.2 802 0.36 
LOAD COMB 222 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX+SOY-0.3SOZ)
701 1.0 801 -0.36 32 1.2 802 -0.36 
LOAD COMB 223 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX-SOY+0.3SOZ)
701 1.0 801 -0.36 32 -1.2 802 0.36 
LOAD COMB 224 1.2*(DL+PO+TA+TE)+1.2*LF+1.2*(-0.3SOX-SOY-0.3SOZ)
701 1.0 801 -0.36 32 -1.2 802 -0.36 
*1.5*(DL+Po+Ta+Te)+/-1.5*So
LOAD COMB 225 1.5*(DL+PO+TA+TE)+1.5*(+SOX+0.3SOY+0.3SOZ)
702 1.0 803 1.5 32 0.45 804 0.45 
LOAD COMB 226 1.5*(DL+PO+TA+TE)+1.5(+SOX+0.3SOY-0.3SOZ)
702 1.0 803 1.5 32 0.45 804 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+Sox-0.3Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+Sox-0.3Soy-0.3Soz)
LOAD COMB 227 1.5*(DL+PO+TA+TE)+1.5*(-SOX+0.3SOY+0.3SOZ)
702 1.0 803 -1.5 32 0.45 804 0.45 
LOAD COMB 228 1.5*(DL+PO+TA+TE)+1.5*(-SOX+0.3SOY-0.3SOZ)
702 1.0 803 -1.5 32 0.45 804 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-Sox-0.3Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-Sox-0.3Soy-0.3Soz)
LOAD COMB 229 1.5*(DL+PO+TA+TE)+1.5*(+0.3SOX+0.3SOY+SOZ)
702 1.0 803 0.45 32 0.45 804 1.5 
LOAD COMB 230 1.5*(DL+PO+TA+TE)+1.5*(+0.3SOX+0.3SOY-SOZ)
702 1.0 803 0.45 32 0.45 804 -1.5 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+0.3Sox-0.3Soy+Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+0.3Sox-0.3Soy-Soz)
LOAD COMB 231 1.5*(DL+PO+TA+TE)+1.5*(-0.3SOX+0.3SOY+SOZ)
702 1.0 803 -0.45 32 0.45 804 1.5 
LOAD COMB 232 1.5*(DL+PO+TA+TE)+1.5*(-0.3SOX+0.3SOY-SOZ)
702 1.0 803 -0.45 32 0.45 804 -1.5 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-0.3Sox-0.3Soy+Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-0.3Sox-0.3Soy-Soz)
LOAD COMB 233 1.5*(DL+PO+TA+TE)+1.5*(+0.3SOX+SOY+0.3SOZ)
702 1.0 803 0.45 32 1.5 804 0.45 
LOAD COMB 234 1.5*(DL+PO+TA+TE)+1.5*(+0.3SOX+SOY-0.3SOZ)
702 1.0 803 0.45 32 1.5 804 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+0.3Sox-Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(+0.3Sox-Soy-0.3Soz)
LOAD COMB 235 1.5*(DL+PO+TA+TE)+1.5*(-0.3SOX+SOY+0.3SOZ)
702 1.0 803 -0.45 32 1.5 804 0.45 
LOAD COMB 236 1.5*(DL+PO+TA+TE)+1.5*(-0.3SOX+SOY-0.3SOZ)
702 1.0 803 -0.45 32 1.5 804 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-0.3Sox-Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te)+1.5*(-0.3Sox-Soy-0.3Soz)
*0.9*(DL+Po+Ta+Te)+/-1.5*So
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(+Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5(+Sox+0.3Soy-0.3Soz)
LOAD COMB 237 0.9*(DL+PO+TA+TE)+1.5*(+SOX-0.3SOY+0.3SOZ)
703 1.0 805 1.5 32 -0.45 806 0.45 
LOAD COMB 238 0.9*(DL+PO+TA+TE)+1.5*(+SOX-0.3SOY-0.3SOZ)
703 1.0 805 1.5 32 -0.45 806 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-Sox+0.3Soy-0.3Soz)
LOAD COMB 239 0.9*(DL+PO+TA+TE)+1.5*(-SOX-0.3SOY+0.3SOZ)
703 1.0 805 -1.5 32 -0.45 806 0.45 
LOAD COMB 240 0.9*(DL+PO+TA+TE)+1.5*(-SOX-0.3SOY-0.3SOZ)
703 1.0 805 -1.5 32 -0.45 806 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(+0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(+0.3Sox+0.3Soy-Soz)
LOAD COMB 241 0.9*(DL+PO+TA+TE)+1.5*(+0.3SOX-0.3SOY+SOZ)
703 1.0 805 0.45 32 -0.45 806 1.5 
LOAD COMB 242 0.9*(DL+PO+TA+TE)+1.5*(+0.3SOX-0.3SOY-SOZ)
703 1.0 805 0.45 32 -0.45 806 -1.5 
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-0.3Sox+0.3Soy-Soz)
LOAD COMB 243 0.9*(DL+PO+TA+TE)+1.5*(-0.3SOX-0.3SOY+SOZ)
703 1.0 805 -0.45 32 -0.45 806 1.5 
LOAD COMB 244 0.9*(DL+PO+TA+TE)+1.5*(-0.3SOX-0.3SOY-SOZ)
703 1.0 805 -0.45 32 -0.45 806 -1.5 
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(+0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(+0.3Sox+Soy-0.3Soz)
LOAD COMB 245 0.9*(DL+PO+TA+TE)+1.5*(+0.3SOX-SOY+0.3SOZ)
703 1.0 805 0.45 32 -1.5 806 0.45 
LOAD COMB 246 0.9*(DL+PO+TA+TE)+1.5*(+0.3SOX-SOY-0.3SOZ)
703 1.0 805 0.45 32 -1.5 806 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te)+1.5*(-0.3Sox+Soy-0.3Soz)
LOAD COMB 247 0.9*(DL+PO+TA+TE)+1.5*(-0.3SOX-SOY+0.3SOZ)
703 1.0 805 -0.45 32 -1.5 806 0.45 
LOAD COMB 248 0.9*(DL+PO+TA+TE)+1.5*(-0.3SOX-SOY-0.3SOZ)
703 1.0 805 -0.45 32 -1.5 806 -0.45 
*Local check (ULS)
* IS800-2007 CL.12.2.3: In addition the following load combination shall be
*considered as required in 12.5.1.1, 12.7.3.1,12.11.2.2 and 12.11.3.4:
*1. CL.12.5.1.1: Column, When Pr/Pd is greater than 0.4, the required
*axial compressive and axial tensile strength in the absence of applied moment,
*shall be determined from the load combination in 12.2.3.
*2. CL.12.7.3.1: OCBF, bracing connections.
*3. CL.12.11.2.2: SMF, beam-to-column connections, shear strength
*4. CL.12.11.3.4: SMF, a plane frame designed as non-sway in the direction
*perpendicular to its plane, shall be checked for buckling.
*1.2*(DL+Po)+0.5*Lf+/-2.5*So
LOAD COMB 601 1.2*(DL+PO)+0.5*LF+2.5*(+SOX+0.3SOY+0.3SOZ)
704 1.0 807 2.5 32 0.75 808 0.75 
LOAD COMB 602 1.2*(DL+PO)+0.5*LF+2.5*(+SOX+0.3SOY-0.3SOZ)
704 1.0 807 2.5 32 0.75 808 -0.75 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+Sox-0.3Soy+0.3Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+Sox-0.3Soy-0.3Soz)
LOAD COMB 603 1.2*(DL+PO)+0.5*LF+2.5*(-SOX+0.3SOY+0.3SOZ)
704 1.0 807 -2.5 32 0.75 808 0.75 
LOAD COMB 604 1.2*(DL+PO)+0.5*LF+2.5*(-SOX+0.3SOY-0.3SOZ)
704 1.0 807 -2.5 32 0.75 808 -0.75 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-Sox-0.3Soy+0.3Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-Sox-0.3Soy-0.3Soz)
LOAD COMB 605 1.2*(DL+PO)+0.5*LF+2.5*(+0.3SOX+0.3SOY+SOZ)
704 1.0 807 0.75 32 0.75 808 2.5 
LOAD COMB 606 1.2*(DL+PO)+0.5*LF+2.5*(+0.3SOX+0.3SOY-SOZ)
704 1.0 807 0.75 32 0.75 808 -2.5 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+0.3Sox-0.3Soy+Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+0.3Sox-0.3Soy-Soz)
LOAD COMB 607 1.2*(DL+PO)+0.5*LF+2.5*(-0.3SOX+0.3SOY+SOZ)
704 1.0 807 -0.75 32 0.75 808 2.5 
LOAD COMB 608 1.2*(DL+PO)+0.5*LF+2.5*(-0.3SOX+0.3SOY-SOZ)
704 1.0 807 -0.75 32 0.75 808 -2.5 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-0.3Sox-0.3Soy+Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-0.3Sox-0.3Soy-Soz)
LOAD COMB 609 1.2*(DL+PO)+0.5*LF+2.5*(+0.3SOX+SOY+0.3SOZ)
704 1.0 807 0.75 32 2.5 808 0.75 
LOAD COMB 610 1.2*(DL+PO)+0.5*LF+2.5*(+0.3SOX+SOY-0.3SOZ)
704 1.0 807 0.75 32 2.5 808 -0.75 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+0.3Sox-Soy+0.3Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(+0.3Sox-Soy-0.3Soz)
LOAD COMB 611 1.2*(DL+PO)+0.5*LF+2.5*(-0.3SOX+SOY+0.3SOZ)
704 1.0 807 -0.75 32 2.5 808 0.75 
LOAD COMB 612 1.2*(DL+PO)+0.5*LF+2.5*(-0.3SOX+SOY-0.3SOZ)
704 1.0 807 -0.75 32 2.5 808 -0.75 
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-0.3Sox-Soy+0.3Soz)
*Not charge: 1.2*(DL+Po)+0.5*Lf+2.5*(-0.3Sox-Soy-0.3Soz)
*0.9*(DL+Po)+/-2.5*So
*Not charge: 0.9*(DL+Po)+2.5*(+Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po)+2.5*(+Sox+0.3Soy-0.3Soz)
LOAD COMB 613 0.9*(DL+PO)+2.5*(+SOX-0.3SOY+0.3SOZ)
705 1.0 809 2.5 32 -0.75 810 0.75 
LOAD COMB 614 0.9*(DL+PO)+2.5*(+SOX-0.3SOY-0.3SOZ)
705 1.0 809 2.5 32 -0.75 810 -0.75 
*Not charge: 0.9*(DL+Po)+2.5*(-Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po)+2.5*(-Sox+0.3Soy-0.3Soz)
LOAD COMB 615 0.9*(DL+PO)+2.5*(-SOX-0.3SOY+0.3SOZ)
705 1.0 809 -2.5 32 -0.75 810 0.75 
LOAD COMB 616 0.9*(DL+PO)+2.5*(-SOX-0.3SOY-0.3SOZ)
705 1.0 809 -2.5 32 -0.75 810 -0.75 
*Not charge: 0.9*(DL+Po)+2.5*(+0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po)+2.5*(+0.3Sox+0.3Soy-Soz)
LOAD COMB 617 0.9*(DL+PO)+2.5*(+0.3SOX-0.3SOY+SOZ)
705 1.0 809 0.75 32 -0.75 810 2.5 
LOAD COMB 618 0.9*(DL+PO)+2.5*(+0.3SOX-0.3SOY-SOZ)
705 1.0 809 0.75 32 -0.75 810 -2.5 
*Not charge: 0.9*(DL+Po)+2.5*(-0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po)+2.5*(-0.3Sox+0.3Soy-Soz)
LOAD COMB 619 0.9*(DL+PO)+2.5*(-0.3SOX-0.3SOY+SOZ)
705 1.0 809 -0.75 32 -0.75 810 2.5 
LOAD COMB 620 0.9*(DL+PO)+2.5*(-0.3SOX-0.3SOY-SOZ)
705 1.0 809 -0.75 32 -0.75 810 -2.5 
*Not charge: 0.9*(DL+Po)+2.5*(+0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po)+2.5*(+0.3Sox+Soy-0.3Soz)
LOAD COMB 621 0.9*(DL+PO)+2.5*(+0.3SOX-SOY+0.3SOZ)
705 1.0 809 0.75 32 -2.5 810 0.75 
LOAD COMB 622 0.9*(DL+PO)+2.5*(+0.3SOX-SOY-0.3SOZ)
705 1.0 809 0.75 32 -2.5 810 -0.75 
*Not charge: 0.9*(DL+Po)+2.5*(-0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po)+2.5*(-0.3Sox+Soy-0.3Soz)
LOAD COMB 623 0.9*(DL+PO)+2.5*(-0.3SOX-SOY+0.3SOZ)
705 1.0 809 -0.75 32 -2.5 810 0.75 
LOAD COMB 624 0.9*(DL+PO)+2.5*(-0.3SOX-SOY-0.3SOZ)
705 1.0 809 -0.75 32 -2.5 810 -0.75 
*
**************************************
*LC - Platform & Piperack- Foundation
*Operation (ULS)
*1.5*(DL+Po+Ta+Te+/-Tf+H+Gw)+1.5*Lf
LOAD COMB 1101 1.5*(DL+PO+TA+TE+TF+H+GW)+1.5*LF
1 1.5 3 1.5 6 1.5 15 1.5 16 1.5 17 1.5 18 1.5 20 1.5 
LOAD COMB 1102 1.5*(DL+PO+TA+TE-TF+H+GW)+1.5*LF
1 1.5 3 1.5 6 1.5 15 1.5 16 -1.5 17 1.5 18 1.5 20 1.5 
*Operation w/ wind (ULS)
*1.2*(DL+Po+Ta+Te+H+Gw)+1.2*Lf+/-1.2*W
LOAD COMB 1103 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*WX
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 21 1.2 
LOAD COMB 1104 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF-1.2*WX
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 22 1.2 
LOAD COMB 1105 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*WZ
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 23 1.2 
LOAD COMB 1106 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF-1.2*WZ
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 24 1.2 
*1.5*(DL+Po+Ta+Te+H+Gw)+/-1.5*W
LOAD COMB 1107 1.5*(DL+PO+TA+TE+H+GW)+1.5*WX
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 21 1.5 
LOAD COMB 1108 1.5*(DL+PO+TA+TE+H+GW)-1.5*WX
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 22 1.5 
LOAD COMB 1109 1.5*(DL+PO+TA+TE+H+GW)+1.5*WZ
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 23 1.5 
LOAD COMB 1110 1.5*(DL+PO+TA+TE+H+GW)-1.5*WZ
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 24 1.5 
*0.9*(DL+Po+Ta+Te+H+Gw)+/-1.5*W
LOAD COMB 1111 0.9*(DL+PO+TA+TE+H+GW)+1.5*WX
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 21 1.5 
LOAD COMB 1112 0.9*(DL+PO+TA+TE+H+GW)-1.5*WX
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 22 1.5 
LOAD COMB 1113 0.9*(DL+PO+TA+TE+H+GW)+1.5*WZ
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 23 1.5 
LOAD COMB 1114 0.9*(DL+PO+TA+TE+H+GW)-1.5*WZ
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 24 1.5 
*Empty (ULS)
*1.5*(DL+Pe+H+Gw)+1.5*Lf
LOAD COMB 1115 1.5*(DL+PE+H+GW)+1.5*LF
1 1.5 2 1.5 6 1.5 18 1.5 20 1.5 
*Empty w/ wind (ULS)
*1.2*(DL+Pe+H+Gw)+1.2*Lf+/-1.2*W
LOAD COMB 1116 1.2*(DL+PE+H+GW)+1.2*LF+1.2*WX
1 1.2 2 1.2 6 1.2 18 1.2 20 1.2 21 1.2 
LOAD COMB 1117 1.2*(DL+PE+H+GW)+1.2*LF-1.2*WX
1 1.2 2 1.2 6 1.2 18 1.2 20 1.2 22 1.2 
LOAD COMB 1118 1.2*(DL+PE+H+GW)+1.2*LF+1.2*WZ
1 1.2 2 1.2 6 1.2 18 1.2 20 1.2 23 1.2 
LOAD COMB 1119 1.2*(DL+PE+H+GW)+1.2*LF-1.2*WZ
1 1.2 2 1.2 6 1.2 18 1.2 20 1.2 24 1.2 
*1.5*(DL+Pe+H+Gw)+/-1.5*W
LOAD COMB 1120 1.5*(DL+PE+H+GW)+1.5*WX
1 1.5 2 1.5 18 1.5 20 1.5 21 1.5 
LOAD COMB 1121 1.5*(DL+PE+H+GW)-1.5*WX
1 1.5 2 1.5 18 1.5 20 1.5 22 1.5 
LOAD COMB 1122 1.5*(DL+PE+H+GW)+1.5*WZ
1 1.5 2 1.5 18 1.5 20 1.5 23 1.5 
LOAD COMB 1123 1.5*(DL+PE+H+GW)-1.5*WZ
1 1.5 2 1.5 18 1.5 20 1.5 24 1.5 
*0.9*(DL+Pe+H+Gw)+/-1.5*W
LOAD COMB 1124 0.9*(DL+PE+H+GW)+1.5*WX
1 0.9 2 0.9 18 0.9 20 0.9 21 1.5 
LOAD COMB 1125 0.9*(DL+PE+H+GW)-1.5*WX
1 0.9 2 0.9 18 0.9 20 0.9 22 1.5 
LOAD COMB 1126 0.9*(DL+PE+H+GW)+1.5*WZ
1 0.9 2 0.9 18 0.9 20 0.9 23 1.5 
LOAD COMB 1127 0.9*(DL+PE+H+GW)-1.5*WZ
1 0.9 2 0.9 18 0.9 20 0.9 24 1.5 
*Test (ULS)
*75% of live load shall be considered under test condition.
*1.5*(DL+Pt+H+Gw)+1.5*(0.75Lf)
LOAD COMB 1128 1.5*(DL+PT+H+GW)+1.5*(0.75LF)
1 1.5 4 1.5 6 1.125 18 1.5 20 1.5 
*For short test and erection periods, 50% wind load shall be considered.
*1.2*(DL+Pt+H+Gw)+1.2*(0.75Lf)+/-1.2*(0.5W)
LOAD COMB 1129 1.2*(DL+PT+H+GW)+1.2*(0.75LF)+1.2*(0.5WX)
1 1.2 4 1.2 6 0.9 18 1.2 20 1.2 21 0.6 
LOAD COMB 1130 1.2*(DL+PT+H+GW)+1.2*(0.75LF)-1.2*(0.5WX)
1 1.2 4 1.2 6 0.9 18 1.2 20 1.2 22 0.6 
LOAD COMB 1131 1.2*(DL+PT+H+GW)+1.2*(0.75LF)+1.2*(0.5WZ)
1 1.2 4 1.2 6 0.9 18 1.2 20 1.2 23 0.6 
LOAD COMB 1132 1.2*(DL+PT+H+GW)+1.2*(0.75LF)-1.2*(0.5WZ)
1 1.2 4 1.2 6 0.9 18 1.2 20 1.2 24 0.6 
*1.5*(DL+Pt+H+Gw)+/-1.5*(0.5W)
LOAD COMB 1133 1.5*(DL+PT+H+GW)+1.5*(0.5WX)
1 1.5 4 1.5 18 1.5 20 1.5 21 0.75 
LOAD COMB 1134 1.5*(DL+PT+H+GW)-1.5*(0.5WX)
1 1.5 4 1.5 18 1.5 20 1.5 22 0.75 
LOAD COMB 1135 1.5*(DL+PT+H+GW)+1.5*(0.5WZ)
1 1.5 4 1.5 18 1.5 20 1.5 23 0.75 
LOAD COMB 1136 1.5*(DL+PT+H+GW)-1.5*(0.5WZ)
1 1.5 4 1.5 18 1.5 20 1.5 24 0.75 
*0.9*(DL+Pt+H+Gw)+/-1.5*(0.5W)
LOAD COMB 1137 0.9*(DL+PT+H+GW)+1.5*(0.5WX)
1 0.9 4 0.9 18 0.9 20 0.9 21 0.75 
LOAD COMB 1138 0.9*(DL+PT+H+GW)-1.5*(0.5WX)
1 0.9 4 0.9 18 0.9 20 0.9 22 0.75 
LOAD COMB 1139 0.9*(DL+PT+H+GW)+1.5*(0.5WZ)
1 0.9 4 0.9 18 0.9 20 0.9 23 0.75 
LOAD COMB 1140 0.9*(DL+PT+H+GW)-1.5*(0.5WZ)
1 0.9 4 0.9 18 0.9 20 0.9 24 0.75 
*Erection (ULS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.2*(DL+Pe+H+Gw)+1.2Er
LOAD COMB 1141 1.2*(DL+PE+H+GW)+1.2ER
1 1.2 2 1.2 8 1.2 18 1.2 20 1.2 
*0.9*(DL+Pe+H+Gw)+1.2Er
LOAD COMB 1142 0.9*(DL+PE+H+GW)+1.2ER
1 0.9 2 0.9 8 1.2 18 0.9 20 0.9 
*For short test and erection periods, 50% wind load shall be considered.
*1.2*(DL+Pe+H+Gw)+1.2Er+/-1.2*(0.5W)
LOAD COMB 1143 1.2*(DL+PE+H+GW)+1.2ER+1.2*(0.5WX)
1 1.2 2 1.2 8 1.2 18 1.2 20 1.2 21 0.6 
LOAD COMB 1144 1.2*(DL+PE+H+GW)+1.2ER-1.2*(0.5WX)
1 1.2 2 1.2 8 1.2 18 1.2 20 1.2 22 0.6 
LOAD COMB 1145 1.2*(DL+PE+H+GW)+1.2ER+1.2*(0.5WZ)
1 1.2 2 1.2 8 1.2 18 1.2 20 1.2 23 0.6 
LOAD COMB 1146 1.2*(DL+PE+H+GW)+1.2ER-1.2*(0.5WZ)
1 1.2 2 1.2 8 1.2 18 1.2 20 1.2 24 0.6 
*0.9*(DL+Pe+H+Gw)+1.2Er+/-1.2*(0.5W)
LOAD COMB 1147 0.9*(DL+PE+H+GW)+1.2ER+1.2*(0.5WX)
1 0.9 2 0.9 8 1.2 18 0.9 20 0.9 21 0.6 
LOAD COMB 1148 0.9*(DL+PE+H+GW)+1.2ER-1.2*(0.5WX)
1 0.9 2 0.9 8 1.2 18 0.9 20 0.9 22 0.6 
LOAD COMB 1149 0.9*(DL+PE+H+GW)+1.2ER+1.2*(0.5WZ)
1 0.9 2 0.9 8 1.2 18 0.9 20 0.9 23 0.6 
LOAD COMB 1150 0.9*(DL+PE+H+GW)+1.2ER-1.2*(0.5WZ)
1 0.9 2 0.9 8 1.2 18 0.9 20 0.9 24 0.6 
*Maintenance (ULS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.2*(DL+Po+H+Gw)?1.2*ML+1.2*Bp+/-1.2*(0.5W)
LOAD COMB 1151 1.2*(DL+PO+H+GW)?1.2*ML+1.2*BP+1.2*(0.5WX)
1 1.2 3 1.2 9 1.2 10 1.2 18 1.2 20 1.2 21 0.6 
LOAD COMB 1152 1.2*(DL+PO+H+GW)?1.2*ML+1.2*BP-1.2*(0.5WX)
1 1.2 3 1.2 9 1.2 10 1.2 18 1.2 20 1.2 22 0.6 
LOAD COMB 1153 1.2*(DL+PO+H+GW)?1.2*ML+1.2*BP+1.2*(0.5WZ)
1 1.2 3 1.2 9 1.2 10 1.2 18 1.2 20 1.2 23 0.6 
LOAD COMB 1154 1.2*(DL+PO+H+GW)?1.2*ML+1.2*BP-1.2*(0.5WZ)
1 1.2 3 1.2 9 1.2 10 1.2 18 1.2 20 1.2 24 0.6 
*Operation w/ seismic (ULS)
*1.2*(DL+Po+Ta+Te+H+Gw)+1.2*Lf+/-1.2*So
LOAD COMB 1201 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+SOX+0.3SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 1.2 32 0.36 33 0.36 
LOAD COMB 1202 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+SOX+0.3SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 1.2 32 0.36 33 -0.36 
LOAD COMB 1203 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+SOX-0.3SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 1.2 32 -0.36 33 0.36 
LOAD COMB 1204 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+SOX-0.3SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 1.2 32 -0.36 33 -0.36 
LOAD COMB 1205 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-SOX+0.3SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -1.2 32 0.36 33 0.36 
LOAD COMB 1206 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-SOX+0.3SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -1.2 32 0.36 33 -0.36 
LOAD COMB 1207 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-SOX-0.3SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -1.2 32 -0.36 33 0.36 
LOAD COMB 1208 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-SOX-0.3SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -1.2 32 -0.36 33 -0.36 
LOAD COMB 1209 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX+0.3SOY+SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 0.36 33 1.2 
LOAD COMB 1210 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX+0.3SOY-SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 0.36 33 -1.2 
LOAD COMB 1211 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX-0.3SOY+SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 -0.36 33 1.2 
LOAD COMB 1212 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX-0.3SOY-SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 -0.36 33 -1.2 
LOAD COMB 1213 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX+0.3SOY+SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 0.36 33 1.2 
LOAD COMB 1214 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX+0.3SOY-SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 0.36 33 -1.2 
LOAD COMB 1215 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX-0.3SOY+SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 -0.36 33 1.2 
LOAD COMB 1216 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX-0.3SOY-SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 -0.36 33 -1.2 
LOAD COMB 1217 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX+SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 1.2 33 0.36 
LOAD COMB 1218 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX+SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 1.2 33 -0.36 
LOAD COMB 1219 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX-SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 -1.2 33 0.36 
LOAD COMB 1220 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(+0.3SOX-SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 0.36 32 -1.2 33 -0.36 
LOAD COMB 1221 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX+SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 1.2 33 0.36 
LOAD COMB 1222 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX+SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 1.2 33 -0.36 
LOAD COMB 1223 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX-SOY+0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 -1.2 33 0.36 
LOAD COMB 1224 1.2*(DL+PO+TA+TE+H+GW)+1.2*LF+1.2*(-0.3SOX-SOY-0.3SOZ)
1 1.2 3 1.2 6 1.2 15 1.2 17 1.2 18 1.2 20 1.2 31 -0.36 32 -1.2 33 -0.36 
*1.5*(DL+Po+Ta+Te+H+Gw)+/-1.5*So
LOAD COMB 1225 1.5*(DL+PO+TA+TE+H+GW)+1.5*(+SOX+0.3SOY+0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 1.5 32 0.45 33 0.45 
LOAD COMB 1226 1.5*(DL+PO+TA+TE+H+GW)+1.5(+SOX+0.3SOY-0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 1.5 32 0.45 33 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+Sox-0.3Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+Sox-0.3Soy-0.3Soz)
LOAD COMB 1227 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-SOX+0.3SOY+0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -1.5 32 0.45 33 0.45 
LOAD COMB 1228 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-SOX+0.3SOY-0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -1.5 32 0.45 33 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-Sox-0.3Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-Sox-0.3Soy-0.3Soz)
LOAD COMB 1229 1.5*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX+0.3SOY+SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 0.45 32 0.45 33 1.5 
LOAD COMB 1230 1.5*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX+0.3SOY-SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 0.45 32 0.45 33 -1.5 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox-0.3Soy+Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox-0.3Soy-Soz)
LOAD COMB 1231 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX+0.3SOY+SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -0.45 32 0.45 33 1.5 
LOAD COMB 1232 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX+0.3SOY-SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -0.45 32 0.45 33 -1.5 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox-0.3Soy+Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox-0.3Soy-Soz)
LOAD COMB 1233 1.5*(DL+PO+TA+TE)+1.5*(+0.3SOX+SOY+0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 0.45 32 1.5 33 0.45 
LOAD COMB 1234 1.5*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX+SOY-0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 0.45 32 1.5 33 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox-Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox-Soy-0.3Soz)
LOAD COMB 1235 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX+SOY+0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -0.45 32 1.5 33 0.45 
LOAD COMB 1236 1.5*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX+SOY-0.3SOZ)
1 1.5 3 1.5 15 1.5 17 1.5 18 1.5 20 1.5 31 -0.45 32 1.5 33 -0.45 
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox-Soy+0.3Soz)
*Not charge: 1.5*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox-Soy-0.3Soz)
*0.9*(DL+Po+Ta+Te+H+Gw)+/-1.5*So
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(+Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5(+Sox+0.3Soy-0.3Soz)
LOAD COMB 1237 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+SOX-0.3SOY+0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 1.5 32 -0.45 33 0.45 
LOAD COMB 1238 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+SOX-0.3SOY-0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 1.5 32 -0.45 33 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-Sox+0.3Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-Sox+0.3Soy-0.3Soz)
LOAD COMB 1239 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-SOX-0.3SOY+0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -1.5 32 -0.45 33 0.45 
LOAD COMB 1240 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-SOX-0.3SOY-0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -1.5 32 -0.45 33 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox+0.3Soy-Soz)
LOAD COMB 1241 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX-0.3SOY+SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 0.45 32 -0.45 33 1.5 
LOAD COMB 1242 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX-0.3SOY-SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 0.45 32 -0.45 33 -1.5 
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox+0.3Soy+Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox+0.3Soy-Soz)
LOAD COMB 1243 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX-0.3SOY+SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -0.45 32 -0.45 33 1.5 
LOAD COMB 1244 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX-0.3SOY-SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -0.45 32 -0.45 33 -1.5 
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(+0.3Sox+Soy-0.3Soz)
LOAD COMB 1245 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX-SOY+0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 0.45 32 -1.5 33 0.45 
LOAD COMB 1246 0.9*(DL+PO+TA+TE+H+GW)+1.5*(+0.3SOX-SOY-0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 0.45 32 -1.5 33 -0.45 
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox+Soy+0.3Soz)
*Not charge: 0.9*(DL+Po+Ta+Te+H+Gw)+1.5*(-0.3Sox+Soy-0.3Soz)
LOAD COMB 1247 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX-SOY+0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -0.45 32 -1.5 33 0.45 
LOAD COMB 1248 0.9*(DL+PO+TA+TE+H+GW)+1.5*(-0.3SOX-SOY-0.3SOZ)
1 0.9 3 0.9 15 0.9 17 0.9 18 0.9 20 0.9 31 -0.45 32 -1.5 33 -0.45 
*********************************************
*Operation (SLS)
*1.0*(DL+Po+Ta+Te+/-Tf+H+Gw)+1.0*Lf
LOAD COMB 2101 1.0*(DL+PO+TA+TE+TF+H+GW)+1.0*LF
1 1.0 3 1.0 6 1.0 15 1.0 16 1.0 17 1.0 18 1.0 20 1.0 
LOAD COMB 2102 1.0*(DL+PO+TA+TE-TF+H+GW)+1.0*LF
1 1.0 3 1.0 6 1.0 15 1.0 16 -1.0 17 1.0 18 1.0 20 1.0 
*Operation w/ wind (SLS)
*1.0*(DL+Po+Ta+Te+H+Gw)+0.8*Lf+/-0.8*W
LOAD COMB 2103 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*WX
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 21 0.8 
LOAD COMB 2104 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF-0.8*WX
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 22 0.8 
LOAD COMB 2105 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*WZ
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 23 0.8 
LOAD COMB 2106 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF-0.8*WZ
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 24 0.8 
*1.0*(DL+Po+Ta+Te+H+Gw)+/-1.0*W
LOAD COMB 2107 1.0*(DL+PO+TA+TE+H+GW)+1.0*WX
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 21 1.0 
LOAD COMB 2108 1.0*(DL+PO+TA+TE+H+GW)-1.0*WX
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 22 1.0 
LOAD COMB 2109 1.0*(DL+PO+TA+TE+H+GW)+1.0*WZ
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 23 1.0 
LOAD COMB 2110 1.0*(DL+PO+TA+TE+H+GW)-1.0*WZ
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 24 1.0 
*Empty (SLS)
*1.0*(DL+Pe+H+Gw)+1.0*Lf
LOAD COMB 2111 1.0*(DL+PE+H+GW)+1.0*LF
1 1.0 2 1.0 6 1.0 18 1.0 20 1.0 
*Empty w/ wind (SLS)
*1.0*(DL+Pe+H+Gw)+0.8*Lf+/-0.8*W
LOAD COMB 2112 1.0*(DL+PE+H+GW)+0.8*LF+0.8*WX
1 1.0 2 1.0 6 0.8 18 1.0 20 1.0 21 0.8 
LOAD COMB 2113 1.0*(DL+PE+H+GW)+0.8*LF-0.8*WX
1 1.0 2 1.0 6 0.8 18 1.0 20 1.0 22 0.8 
LOAD COMB 2114 1.0*(DL+PE+H+GW)+0.8*LF+0.8*WZ
1 1.0 2 1.0 6 0.8 18 1.0 20 1.0 23 0.8 
LOAD COMB 2115 1.0*(DL+PE+H+GW)+0.8*LF-0.8*WZ
1 1.0 2 1.0 6 0.8 18 1.0 20 1.0 24 0.8 
*1.0*(DL+Pe+H+Gw)+/-1.0*W
LOAD COMB 2116 1.0*(DL+PE+H+GW)+1.0*WX
1 1.0 2 1.0 18 1.0 20 1.0 21 1.0 
LOAD COMB 2117 1.0*(DL+PE+H+GW)-1.0*WX
1 1.0 2 1.0 18 1.0 20 1.0 22 1.0 
LOAD COMB 2118 1.0*(DL+PE+H+GW)+1.0*WZ
1 1.0 2 1.0 18 1.0 20 1.0 23 1.0 
LOAD COMB 2119 1.0*(DL+PE+H+GW)-1.0*WZ
1 1.0 2 1.0 18 1.0 20 1.0 24 1.0 
*Test (SLS)
*75% of live load shall be considered under test condition.
*1.0*(DL+Pt+H+Gw)+1.0*(0.75Lf)
LOAD COMB 2120 1.0*(DL+PT+H+GW)+1.0*(0.75LF)
1 1.0 4 1.0 6 0.75 18 1.0 20 1.0 
*For short test and erection periods, 50% wind load shall be considered.
*1.0*(DL+Pt+H+Gw)+0.8*(0.75Lf)+/-0.8*(0.5W)
LOAD COMB 2121 1.0*(DL+PT+H+GW)+0.8*(0.75LF)+0.8*(0.5WX)
1 1.0 4 1.0 6 0.6 18 1.0 20 1.0 21 0.4 
LOAD COMB 2122 1.0*(DL+PT+H+GW)+0.8*(0.75LF)-0.8*(0.5WX)
1 1.0 4 1.0 6 0.6 18 1.0 20 1.0 22 0.4 
LOAD COMB 2123 1.0*(DL+PT+H+GW)+0.8*(0.75LF)+0.8*(0.5WZ)
1 1.0 4 1.0 6 0.6 18 1.0 20 1.0 23 0.4 
LOAD COMB 2124 1.0*(DL+PT+H+GW)+0.8*(0.75LF)-0.8*(0.5WZ)
1 1.0 4 1.0 6 0.6 18 1.0 20 1.0 24 0.4 
*1.0*(DL+Pt+H+Gw)+/-1.0*(0.5W)
LOAD COMB 2125 1.0*(DL+PT+H+GW)+1.0*(0.5WX)
1 1.0 4 1.0 18 1.0 20 1.0 21 0.5 
LOAD COMB 2126 1.0*(DL+PT+H+GW)-1.0*(0.5WX)
1 1.0 4 1.0 18 1.0 20 1.0 22 0.5 
LOAD COMB 2127 1.0*(DL+PT+H+GW)+1.0*(0.5WZ)
1 1.0 4 1.0 18 1.0 20 1.0 23 0.5 
LOAD COMB 2128 1.0*(DL+PT+H+GW)-1.0*(0.5WZ)
1 1.0 4 1.0 18 1.0 20 1.0 24 0.5 
*Erection (SLS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.0*(DL+Pe+H+Gw)+1.0Er
LOAD COMB 2129 1.0*(DL+PE+H+GW)+1.0ER
1 1.0 2 1.0 8 1.0 18 1.0 20 1.0 
*For short test and erection periods, 50% wind load shall be considered.
*1.0*(DL+Pe+H+Gw)+0.8Er+/-0.8*(0.5W)
LOAD COMB 2130 1.0*(DL+PE+H+GW)+0.8ER+0.8*(0.5WX)
1 1.0 2 1.0 8 0.8 18 1.0 20 1.0 21 0.4 
LOAD COMB 2131 1.0*(DL+PE+H+GW)+0.8ER-0.8*(0.5WX)
1 1.0 2 1.0 8 0.8 18 1.0 20 1.0 22 0.4 
LOAD COMB 2132 1.0*(DL+PE+H+GW)+0.8ER+0.8*(0.5WZ)
1 1.0 2 1.0 8 0.8 18 1.0 20 1.0 23 0.4 
LOAD COMB 2133 1.0*(DL+PE+H+GW)+0.8ER-0.8*(0.5WZ)
1 1.0 2 1.0 8 0.8 18 1.0 20 1.0 24 0.4 
*Maintenance (SLS)
* Live loads may be reduced under erection and maintenance conditions after
*discussion with the concerned groups. If the crane is provided for erection or
*maintenance purposes only, then crane load should be considered as erection or
*maintenance load. In such cases crane loads need to be combined with 50% wind
*load but need not be combined with seismic loads.
*1.0*(DL+Po+H+Gw)?0.8*ML+0.8*Bp+/-0.8*(0.5W)
LOAD COMB 2134 1.0*(DL+PO+H+GW)?0.8*ML+0.8*BP+0.8*(0.5WX)
1 1.0 3 1.0 9 0.8 10 0.8 18 1.0 20 1.0 21 0.4 
LOAD COMB 2135 1.0*(DL+PO+H+GW)?0.8*ML+0.8*BP-0.8*(0.5WX)
1 1.0 3 1.0 9 0.8 10 0.8 18 1.0 20 1.0 22 0.4 
LOAD COMB 2136 1.0*(DL+PO+H+GW)?0.8*ML+0.8*BP+0.8*(0.5WZ)
1 1.0 3 1.0 9 0.8 10 0.8 18 1.0 20 1.0 23 0.4 
LOAD COMB 2137 1.0*(DL+PO+H+GW)?0.8*ML+0.8*BP-0.8*(0.5WZ)
1 1.0 3 1.0 9 0.8 10 0.8 18 1.0 20 1.0 24 0.4 
*Operation w/ seismic (SLS)
*1.0*(DL+Po+Ta+Te+H+Gw)+0.8*Lf+/-0.8*So
LOAD COMB 2201 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+SOX+0.3SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.8 32 0.24 33 0.24 
LOAD COMB 2202 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+SOX+0.3SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.8 32 0.24 33 -0.24 
LOAD COMB 2203 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+SOX-0.3SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.8 32 -0.24 33 0.24 
LOAD COMB 2204 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+SOX-0.3SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.8 32 -0.24 33 -0.24 
LOAD COMB 2205 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-SOX+0.3SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.8 32 0.24 33 0.24 
LOAD COMB 2206 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-SOX+0.3SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.8 32 0.24 33 -0.24 
LOAD COMB 2207 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-SOX-0.3SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.8 32 -0.24 33 0.24 
LOAD COMB 2208 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-SOX-0.3SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.8 32 -0.24 33 -0.24 
LOAD COMB 2209 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX+0.3SOY+SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 0.24 33 0.8 
LOAD COMB 2210 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX+0.3SOY-SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 0.24 33 -0.8 
LOAD COMB 2211 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX-0.3SOY+SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 -0.24 33 0.8 
LOAD COMB 2212 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX-0.3SOY-SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 -0.24 33 -0.8 
LOAD COMB 2213 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX+0.3SOY+SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 0.24 33 0.8 
LOAD COMB 2214 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX+0.3SOY-SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 0.24 33 -0.8 
LOAD COMB 2215 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX-0.3SOY+SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 -0.24 33 0.8 
LOAD COMB 2216 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX-0.3SOY-SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 -0.24 33 -0.8 
LOAD COMB 2217 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX+SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 0.8 33 0.24 
LOAD COMB 2218 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX+SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 0.8 33 -0.24 
LOAD COMB 2219 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX-SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 -0.8 33 0.24 
LOAD COMB 2220 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(+0.3SOX-SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 0.24 32 -0.8 33 -0.24 
LOAD COMB 2221 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX+SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 0.8 33 0.24 
LOAD COMB 2222 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX+SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 0.8 33 -0.24 
LOAD COMB 2223 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX-SOY+0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 -0.8 33 0.24 
LOAD COMB 2224 1.0*(DL+PO+TA+TE+H+GW)+0.8*LF+0.8*(-0.3SOX-SOY-0.3SOZ)
1 1.0 3 1.0 6 0.8 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.24 32 -0.8 33 -0.24 
*1.0*(DL+Po+Ta+Te+H+Gw)+/-1.0*So
LOAD COMB 2225 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+SOX+0.3SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 1.0 32 0.3 33 0.3 
LOAD COMB 2226 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+SOX+0.3SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 1.0 32 0.3 33 -0.3 
LOAD COMB 2227 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+SOX-0.3SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 1.0 32 -0.3 33 0.3 
LOAD COMB 2228 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+SOX-0.3SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 1.0 32 -0.3 33 -0.3 
LOAD COMB 2229 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-SOX+0.3SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -1.0 32 0.3 33 0.3 
LOAD COMB 2230 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-SOX+0.3SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -1.0 32 0.3 33 -0.3 
LOAD COMB 2231 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-SOX-0.3SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -1.0 32 -0.3 33 0.3 
LOAD COMB 2232 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-SOX-0.3SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -1.0 32 -0.3 33 -0.3 
LOAD COMB 2233 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX+0.3SOY+SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 0.3 33 1.0 
LOAD COMB 2234 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX+0.3SOY-SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 0.3 33 -1.0 
LOAD COMB 2235 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX-0.3SOY+SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 -0.3 33 1.0 
LOAD COMB 2236 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX-0.3SOY-SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 -0.3 33 -1.0 
LOAD COMB 2237 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX+0.3SOY+SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 0.3 33 1.0 
LOAD COMB 2238 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX+0.3SOY-SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 0.3 33 -1.0 
LOAD COMB 2239 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX-0.3SOY+SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 -0.3 33 1.0 
LOAD COMB 2240 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX-0.3SOY-SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 -0.3 33 -1.0 
LOAD COMB 2241 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX+SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 1.0 33 0.3 
LOAD COMB 2242 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX+SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 1.0 33 -0.3 
LOAD COMB 2243 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX-SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 -1.0 33 0.3 
LOAD COMB 2244 1.0*(DL+PO+TA+TE+H+GW)+1.0*(+0.3SOX-SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 0.3 32 -1.0 33 -0.3 
LOAD COMB 2245 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX+SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 1.0 33 0.3 
LOAD COMB 2246 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX+SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 1.0 33 -0.3 
LOAD COMB 2247 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX-SOY+0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 -1.0 33 0.3 
LOAD COMB 2248 1.0*(DL+PO+TA+TE+H+GW)+1.0*(-0.3SOX-SOY-0.3SOZ)
1 1.0 3 1.0 15 1.0 17 1.0 18 1.0 20 1.0 31 -0.3 32 -1.0 33 -0.3 
PERFORM ANALYSIS
*
*1. LOAD COMBINATIONS 101 to 172 (without seismic) and 201 to 248
*(with seismic) for superstructure steel members STRENGTH and STABILITY check,
*or steel members CONNECTION design in site condition.
*2. LOAD COMBINATION 501 for superstructure steel beams DEFLECTION check
*in site condition.
*3. LOAD CASES 21 to 24 for superstructure DRIFT check under wind loads.
*4. LOAD CASES 31 and 33 for superstructure DRIFT check under seismic loads.
*5. LOAD COMBINATION 503 for beams STRENGTH and STABILITY check when inverted
*V-bracing inactive in inverted V-type OCBF.
*6. LOAD COMBINATIONS 504 505 for piperack longitudinal beams STRENGTH and
*STABILITY check.
*7. LOAD COMBINATIONS 601 to 624 for superstructure steel members OVERSTRENGTH
*check, or CONNECTION design.
*8. LOAD COMBINATIONS 1101 to 1154 (without seismic) and 1201 to 1248
*(with seismic) for foundation concrete pad STRESS analysis.
*9. LOAD COMBINATIONS 2101 to 2137 (without seismic) and 2201 to 2248
*(with seismic) for piles CAPACITY check, or soil bearing CAPACITY check.
DEFINE ENVELOPE
101 TO 172 201 TO 248 ENVELOPE 1 TYPE STRENGTH
501 ENVELOPE 2 TYPE SERVICEABILITY
503 ENVELOPE 3 TYPE STRENGTH
504 505 ENVELOPE 4 TYPE STRENGTH
601 TO 624 ENVELOPE 5 TYPE STRENGTH
END DEFINE ENVELOPE
****************************************
* Check steel columns
LOAD LIST ENV 1 5
PARAMETER 1
CODE IS800 LSD
CAN 1 MEMB 11 13 14 16 17 19 55 57 58 60 61 63 99 101 102 104 105 107 143 -
145 146 148 149 151 187 189 190 192 193 195 231 233 234 236 237 239 275 277 -
278 280 281 283 319 321 322 324 325 327 363 365 366 368 369 371 407 409 410 -
412 413 415 451 453 454 456 457 459 495 497 498 500 501 503 539 541 542 544 -
545 547 583 585 586 588 589 591 627 629 630 632 633 635 671 673 674 676 677 -
679 715 717 718 720 721 723 759 761 762 764 765 767 803 805 806 808 809 811 -
847 849 850 852 853 855 891 893 894 896 897 899
FYLD 345000 ALL
FU 470000 ALL
KX 0.5 MEMB 907 908 914 915 921 922 928 929
KY 0.5 MEMB 907 908 914 915 921 922 928 929
KZ 0.5 MEMB 907 908 914 915 921 922 928 929
RATIO 0.8 ALL
TRACK 2 ALL
CHECK CODE ALL
*SEI 1 MEMB 106 134 TO 137
*IMM 1 MEMB 106
*IMM 0 MEMB 134 TO 137
*SSZ 4 MEMB 106
*SSY 2 MEMB 106
*MAIN
* columns
*LZ 6 MEMB 106
*LY 6 MEMB 106
*LX 6 MEMB 106
* bracings
*ALPHA
* beams
*LY 2.5 MEMB 134 TO 137
*LX 2.5 MEMB 134 TO 137
*CAN
* Check steel beams
LOAD LIST ENV 1 2
PARAMETER 2
CODE IS800 LSD
* Check steel bracings
LOAD LIST ENV 1
PARAMETER 3
CODE IS800 LSD
CHECK CODE ALL
FINISH
