STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Mar-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER MTON
JOINT COORDINATES
1 0 0 0; 2 3.86 0 0; 4 13.116 0 0; 6 3.86 0 -5.91; 8 13.116 0 -5.91;
9 0 0 -11.74; 10 3.86 0 -11.74; 11 10.731 0 -11.74; 12 13.116 0 -11.74;
13 0 0 -17.69; 14 3.86 0 -17.69; 15 10.731 0 -17.69; 16 13.116 0 -17.69;
23 5.056 0 -5.91; 24 5.056 0 -11.74; 25 0 0 -5.91; 26 3.86 0 -8.175;
27 0 0 -8.175; 28 2.055 0 -5.91; 29 2.055 0 -8.175; 30 3.86 0 -8.06;
31 5.056 0 -8.06; 32 3.86 0 -9.045; 33 5.056 0 -9.045; 34 0 3.2 0;
35 3.86 3.2 0; 36 13.116 3.2 0; 37 3.86 3.2 -5.91; 38 13.116 3.2 -5.91;
39 0 3.2 -11.74; 40 3.86 3.2 -11.74; 41 10.731 3.2 -11.74;
42 13.116 3.2 -11.74; 43 0 3.2 -17.69; 44 3.86 3.2 -17.69;
45 10.731 3.2 -17.69; 46 13.116 3.2 -17.69; 49 5.056 3.2 -5.91;
50 5.056 3.2 -11.74; 51 0 3.2 -5.91; 52 3.86 3.2 -8.175; 53 0 3.2 -8.175;
54 2.055 3.2 -5.91; 55 2.055 3.2 -8.175; 56 3.86 3.2 -8.06; 57 5.056 3.2 -8.06;
58 3.86 3.2 -9.045; 59 5.056 3.2 -9.045; 60 10.731 3.2 -5.91; 61 10.731 3.2 0;
62 0 5.75 0; 63 3.86 5.75 0; 64 13.116 5.75 0; 65 3.86 5.75 -5.91;
66 13.116 5.75 -5.91; 67 0 5.75 -11.74; 68 3.86 5.75 -11.74;
69 10.731 5.75 -11.74; 70 13.116 5.75 -11.74; 71 0 5.75 -17.69;
72 3.86 5.75 -17.69; 73 13.116 5.75 -17.69; 76 0 5.75 -5.91;
77 2.055 5.75 -5.91; 78 2.055 5.75 -8.175; 79 10.731 5.75 -17.69;
80 5.056 5.75 -5.91; 81 5.056 5.75 -11.74; 82 3.86 5.75 -8.175;
83 0 5.75 -8.175; 84 3.86 5.75 -8.06; 85 5.056 5.75 -8.06; 86 3.86 5.75 -9.045;
87 5.056 5.75 -9.045; 88 10.731 5.75 -5.91; 89 10.731 5.75 0; 118 0 -1.5 0;
119 3.86 -1.5 0; 120 13.116 -1.5 0; 121 3.86 -1.5 -5.91; 122 13.116 -1.5 -5.91;
123 0 -1.5 -11.74; 124 3.86 -1.5 -11.74; 125 10.731 -1.5 -11.74;
126 13.116 -1.5 -11.74; 127 0 -1.5 -17.69; 128 3.86 -1.5 -17.69;
129 13.116 -1.5 -17.69; 132 0 -1.5 -5.91; 133 2.055 -1.5 -5.91;
134 2.055 -1.5 -8.175; 143 0 5.75 -14.409; 144 2.517 5.75 -11.74;
145 2.517 5.75 -14.409; 146 2.517 5.75 -17.69; 151 0 5.75 -18.69;
152 3.86 5.75 -18.69; 153 13.116 5.75 -18.69; 154 10.731 5.75 -18.69;
155 2.517 5.75 -18.69; 173 0 8.8 0; 174 3.86 8.8 0; 175 13.116 8.8 0;
176 3.86 8.8 -5.91; 177 13.116 8.8 -5.91; 178 0 8.8 -11.74;
179 3.86 8.8 -11.74; 180 10.731 8.8 -11.74; 181 13.116 8.8 -11.74;
182 0 8.8 -17.69; 183 3.86 8.8 -17.69; 184 13.116 8.8 -17.69; 187 0 8.8 -5.91;
188 2.055 8.8 -5.91; 189 2.055 8.8 -8.175; 190 10.731 8.8 -17.69;
193 3.86 8.8 -8.175; 194 0 8.8 -8.175; 195 3.86 8.8 -8.06;
199 10.731 8.8 -5.91; 200 10.731 8.8 0; 204 13.116 8.8 -8.06;
205 10.731 8.8 -8.06; 206 6.16 8.8 -5.91; 207 6.16 8.8 -11.74;
208 6.16 8.8 -8.06; 209 3.86 8.8 -9.045; 210 6.16 8.8 -9.045;
211 4.804 8.8 -8.06; 212 4.804 8.8 -9.045; 213 0 8.8 1; 214 3.86 8.8 1;
215 13.116 8.8 1; 216 10.731 8.8 1; 217 0 11.85 0; 218 3.86 11.85 0;
219 13.116 11.85 0; 220 3.86 11.85 -5.91; 221 13.116 11.85 -5.91;
222 0 11.85 -11.74; 223 3.86 11.85 -11.74; 224 10.731 11.85 -11.74;
225 13.116 11.85 -11.74; 226 0 11.85 -5.91; 227 2.055 11.85 -5.91;
228 2.055 11.85 -8.175; 229 3.86 11.85 -8.175; 230 0 11.85 -8.175;
231 3.86 11.85 -8.06; 232 10.731 11.85 -5.91; 233 10.731 11.85 0;
234 13.116 11.85 -8.06; 235 10.731 11.85 -8.06; 236 6.16 11.85 -5.91;
237 6.16 11.85 -11.74; 238 6.16 11.85 -8.06; 239 3.86 11.85 -9.045;
240 6.16 11.85 -9.045; 241 4.804 11.85 -8.06; 242 4.804 11.85 -9.045;
247 0 11.85 -12.74; 248 3.86 11.85 -12.74; 249 10.731 11.85 -12.74;
250 13.116 11.85 -12.74; 251 6.16 11.85 -12.74; 252 0 14.9 0; 253 3.86 14.9 0;
254 13.116 14.9 0; 255 3.86 14.9 -5.91; 256 13.116 14.9 -5.91;
257 0 14.9 -11.74; 258 3.86 14.9 -11.74; 259 10.731 14.9 -11.74;
260 13.116 14.9 -11.74; 261 0 14.9 -5.91; 262 2.055 14.9 -5.91;
263 2.055 14.9 -8.175; 264 3.86 14.9 -8.175; 265 0 14.9 -8.175;
266 3.86 14.9 -8.06; 267 10.731 14.9 -5.91; 268 10.731 14.9 0;
269 13.116 14.9 -8.06; 270 10.731 14.9 -8.06; 271 6.16 14.9 -5.91;
272 6.16 14.9 -11.74; 273 6.16 14.9 -8.06; 274 3.86 14.9 -9.045;
275 6.16 14.9 -9.045; 276 4.804 14.9 -8.06; 277 4.804 14.9 -9.045;
282 0 14.9 -12.74; 283 3.86 14.9 -12.74; 284 10.731 14.9 -12.74;
285 13.116 14.9 -12.74; 286 6.16 14.9 -12.74; 287 0 17.95 0; 288 3.86 17.95 0;
289 13.116 17.95 0; 290 3.86 17.95 -5.91; 291 13.116 17.95 -5.91;
292 0 17.95 -11.74; 293 3.86 17.95 -11.74; 294 10.731 17.95 -11.74;
295 13.116 17.95 -11.74; 296 0 17.95 -5.91; 297 2.055 17.95 -5.91;
298 2.055 17.95 -8.175; 313 0 17.95 1; 314 3.86 17.95 1; 315 13.116 17.95 1;
317 0 17.95 -12.74; 318 3.86 17.95 -12.74; 320 13.116 17.95 -12.74;
321 0 17.95 -8.175; 322 3.86 17.95 -8.175; 323 0 5.75 1.22; 324 3.86 5.75 1.22;
326 13.116 5.75 2.4; 328 8.616 5.75 0; 329 8.616 5.75 1.22; 330 8.616 5.75 2.4;
331 10.731 5.75 -14.04; 332 13.116 5.75 -14.04; 333 10.731 8.8 -14.04;
334 13.116 8.8 -14.04; 335 10.731 3.2 -14.04; 336 13.116 3.2 -14.04;
337 10.731 0 -14.04; 338 13.116 0 -14.04; 339 10.731 -1.5 -14.04;
340 13.116 -1.5 -14.04; 341 0 20.74 -11.74; 342 3.86 20.74 -11.74;
343 0 20.74 -8.175; 344 3.86 20.74 -8.175; 345 3.86 19.14 -5.91;
346 0 19.14 -5.91; 347 3.86 21.74 -5.91; 348 0 21.74 -5.91; 349 0 19.14 -8.175;
350 3.86 19.14 -8.175; 351 0 21.74 -8.175; 352 3.86 21.74 -8.175;
353 0 11.85 1.22; 354 3.86 11.85 1.22; 355 10.731 11.85 1.22;
356 13.116 11.85 1.22; 357 0 14.9 1.2; 358 3.86 14.9 1.2; 359 13.116 14.9 1.2;
360 10.731 14.9 1.2;
MEMBER INCIDENCES
1 1 2; 2 2 4; 4 1 25; 5 2 6; 7 4 8; 9 6 30; 11 8 12; 12 9 13; 14 11 337;
15 12 338; 17 6 23; 19 9 10; 20 10 24; 21 11 12; 22 13 14; 23 14 15; 24 15 16;
34 23 8; 35 24 11; 36 24 33; 37 25 27; 38 25 28; 39 26 32; 40 27 9; 41 27 29;
42 28 6; 43 29 26; 44 29 28; 45 30 26; 46 31 23; 47 30 31; 48 32 10; 49 33 31;
50 32 33; 51 43 44; 52 44 45; 53 45 46; 54 46 336; 55 45 335; 56 42 336;
57 41 335; 58 42 38; 59 38 36; 60 36 61; 61 35 34; 62 34 51; 63 51 53;
64 53 39; 65 39 43; 66 39 40; 67 40 50; 68 50 41; 69 41 42; 71 44 40; 72 53 55;
73 55 54; 74 54 51; 75 54 37; 76 37 49; 77 49 60; 78 37 35; 79 55 52; 80 52 56;
81 56 57; 82 56 37; 83 57 49; 84 58 52; 85 57 59; 86 58 59; 87 50 59; 88 40 58;
89 60 38; 90 41 60; 91 61 35; 92 60 61; 93 34 1; 94 35 2; 95 36 4; 96 37 6;
97 38 8; 98 39 9; 99 40 10; 100 41 11; 101 42 12; 102 43 13; 103 44 14;
104 46 16; 107 51 25; 108 54 28; 109 55 29; 127 71 146; 128 72 79; 129 79 73;
130 73 332; 131 79 331; 132 70 332; 133 69 331; 134 70 66; 135 66 64;
136 64 89; 137 63 62; 138 62 76; 139 76 83; 140 83 67; 141 67 143; 142 67 144;
143 68 81; 144 81 69; 145 69 70; 147 72 68; 148 83 78; 149 78 77; 150 77 76;
151 77 65; 152 65 80; 153 80 88; 154 65 63; 155 78 82; 156 82 84; 157 84 85;
158 84 65; 159 85 80; 160 86 82; 161 85 87; 162 86 87; 163 81 87; 164 68 86;
165 88 66; 166 69 88; 167 89 328; 168 88 89; 228 1 118; 229 2 119; 230 4 120;
231 6 121; 232 8 122; 233 9 123; 234 10 124; 235 11 125; 236 12 126;
237 13 127; 238 14 128; 239 16 129; 242 25 132; 243 28 133; 244 29 134;
257 143 71; 258 144 68; 259 143 145; 260 145 144; 261 146 72; 262 146 145;
263 62 323; 264 63 324; 265 64 326; 270 71 151; 271 72 152; 272 73 153;
273 79 154; 274 146 155; 275 151 155; 276 152 154; 277 154 153; 278 155 152;
330 182 183; 331 183 190; 332 190 184; 333 184 334; 334 190 333; 335 181 334;
336 180 333; 337 181 204; 338 177 175; 339 175 200; 340 174 173; 341 173 187;
342 187 194; 343 194 178; 344 178 182; 345 178 179; 346 179 207; 348 180 181;
350 183 179; 351 194 189; 352 189 188; 353 188 187; 354 188 176; 355 176 206;
357 176 174; 358 189 193; 359 193 195; 360 195 211; 361 195 176; 363 193 209;
368 180 205; 369 200 174; 370 199 200; 374 199 177; 375 204 177; 376 205 199;
378 205 204; 379 206 199; 380 207 180; 381 207 210; 382 208 205; 383 208 206;
384 209 179; 385 210 208; 386 209 212; 387 211 208; 388 212 210; 389 212 211;
390 173 213; 391 174 214; 392 175 215; 393 200 216; 394 215 216; 395 214 213;
396 216 214; 397 173 217; 398 174 218; 399 175 219; 400 176 220; 401 177 221;
402 178 222; 403 179 223; 404 180 224; 405 181 225; 406 187 226; 407 188 227;
408 189 228; 409 225 234; 410 221 219; 411 219 233; 412 218 217; 413 217 226;
414 226 230; 415 230 222; 416 222 223; 417 223 237; 418 224 225; 419 230 228;
420 228 227; 421 227 226; 422 227 220; 423 220 236; 424 220 218; 425 228 229;
426 229 231; 427 231 241; 428 231 220; 429 229 239; 430 224 235; 431 233 218;
432 232 233; 433 232 221; 434 234 221; 435 235 232; 436 235 234; 437 236 232;
438 237 224; 439 237 240; 440 238 235; 441 238 236; 442 239 223; 443 240 238;
444 239 242; 445 241 238; 446 242 240; 447 242 241; 448 217 353; 449 218 354;
450 219 356; 451 233 355; 455 222 247; 456 223 248; 457 224 249; 458 225 250;
459 237 251; 460 247 248; 461 248 251; 462 249 250; 463 251 249; 464 34 62;
465 35 63; 466 36 64; 467 37 65; 468 38 66; 469 39 67; 470 40 68; 471 41 69;
472 42 70; 473 43 71; 474 44 72; 475 46 73; 478 51 76; 479 54 77; 480 55 78;
481 62 173; 482 63 174; 483 64 175; 484 65 176; 485 66 177; 486 67 178;
487 68 179; 488 69 180; 489 70 181; 490 71 182; 491 72 183; 492 73 184;
495 76 187; 496 77 188; 497 78 189; 498 260 269; 499 256 254; 500 254 268;
501 253 252; 502 252 261; 503 261 265; 504 265 257; 505 257 258; 506 258 272;
507 259 260; 508 265 263; 509 263 262; 510 262 261; 511 262 255; 512 255 271;
513 255 253; 514 263 264; 515 264 266; 516 266 276; 517 266 255; 518 264 274;
519 259 270; 520 268 253; 521 267 268; 522 267 256; 523 269 256; 524 270 267;
525 270 269; 526 271 267; 527 272 259; 528 272 275; 529 273 270; 530 273 271;
531 274 258; 532 275 273; 533 274 277; 534 276 273; 535 277 275; 536 277 276;
537 252 357; 538 253 358; 539 254 359; 540 268 360; 544 257 282; 545 258 283;
546 259 284; 547 260 285; 548 272 286; 549 282 283; 550 283 286; 551 284 285;
552 286 284; 553 217 252; 554 218 253; 555 219 254; 556 220 255; 557 221 256;
558 222 257; 559 223 258; 560 224 259; 561 225 260; 562 226 261; 563 227 262;
564 228 263; 565 252 287; 566 253 288; 567 254 289; 568 255 290; 569 256 291;
570 257 292; 571 258 293; 572 259 294; 573 260 295; 574 261 296; 575 262 297;
576 263 298; 577 295 291; 578 291 289; 579 289 288; 580 288 287; 581 287 296;
582 296 321; 584 292 293; 585 293 294; 589 296 297; 591 290 291; 592 290 288;
596 290 322; 616 287 313; 617 288 314; 618 289 315; 620 315 314; 621 314 313;
623 292 317; 624 293 318; 626 295 320; 628 317 318; 629 318 320; 630 321 292;
631 321 298; 632 298 297; 633 322 293; 634 298 322; 635 294 295; 636 297 290;
639 324 323; 644 326 330; 645 328 63; 646 329 324; 647 328 329; 648 329 330;
651 331 332; 654 333 334; 657 335 336; 658 335 331; 659 331 333; 660 337 15;
661 338 16; 662 337 338; 663 337 335; 664 338 336; 665 336 332; 666 332 334;
667 337 339; 668 338 340; 669 292 341; 670 293 342; 671 321 349; 672 322 350;
673 343 341; 674 342 344; 675 341 342; 676 343 344; 677 290 345; 678 296 346;
679 345 347; 680 346 348; 681 349 343; 682 350 344; 683 346 349; 684 345 350;
685 343 351; 686 344 352; 687 351 348; 688 352 347; 689 351 352; 690 348 347;
695 356 355; 696 354 353; 697 355 354; 702 359 360; 703 358 357; 704 360 358;
START GROUP DEFINITION
FLOOR
_TERRACELOAD 330 TO 336 344 TO 346 348 350 380 577 TO 581 585 589 591 592 -
596 633 635 636 654 673 TO 676 687 TO 690
_STAIRCASELOAD 19 39 TO 41 43 48 64 66 72 79 84 88 140 142 148 155 160 164 -
258 343 345 351 358 363 384 415 416 419 425 429 442 504 505 508 514 518 531
_DRAWING-FL 337 TO 341 348 353 TO 355 357 368 TO 370 374 378 TO 382 385 409 -
410 TO 413 418 421 TO 424 430 TO 433 436 TO 440 443 498 TO 502 507 -
510 TO 513 519 TO 522 525 TO 529 532
_OFFICE 128 TO 131 133 TO 138 143 TO 145 147 150 TO 154 156 TO 168 258 260 -
261 TO 262 645 651
_PARKING 51 TO 55 57 TO 62 65 TO 69 71 74 TO 78 80 TO 92 657
_TOILET 127 141 142 257 259 260 262 346 381 384 386 388 417 439 442 444 446 -
506 528 531 533 535
_BALCONY 127 TO 129 136 137 167 261 263 TO 265 270 TO 278 339 340 369 390 -
391 TO 396 411 412 416 TO 418 431 438 448 TO 451 455 TO 463 500 501 -
505 TO 507 520 527 537 TO 540 544 TO 552 579 580 584 585 616 TO 618 620 621 -
623 624 626 628 629 635 639 644 TO 648 695 TO 697 702 TO 704
_FLOORLOAD 1 2 4 5 7 9 11 12 14 15 17 19 TO 24 34 TO 69 71 TO 92 127 TO 145 -
147 TO 168 257 TO 262 337 TO 343 345 346 348 351 TO 355 357 TO 361 363 368 -
369 TO 370 374 TO 376 378 TO 389 409 TO 447 498 TO 536 645 651 657 -
660 TO 662
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+006
POISSON 0.17
DENSITY 2.40262
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2812.28
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
93 TO 97 102 TO 104 107 228 TO 232 237 TO 239 242 397 TO 401 406 464 TO 468 -
473 TO 475 478 481 TO 485 490 TO 492 495 553 TO 557 562 565 TO 569 -
574 PRIS YD 0.6 ZD 0.6
108 109 243 244 389 407 408 447 479 480 496 497 536 563 564 575 576 -
669 TO 690 PRIS YD 0.3 ZD 0.3
98 TO 101 233 TO 236 402 TO 405 469 TO 472 486 TO 489 558 TO 561 570 TO 573 -
658 659 663 TO 668 PRIS YD 0.6 ZD 0.35
55 57 60 61 66 72 TO 75 79 80 82 84 88 91 131 133 136 137 142 148 TO 151 155 -
156 158 160 164 167 258 263 TO 265 334 336 339 340 345 351 TO 354 -
358 TO 361 363 369 378 382 384 386 TO 388 390 TO 393 411 412 419 TO 422 425 -
426 TO 429 431 436 440 442 444 TO 446 448 TO 451 500 501 508 TO 511 -
514 TO 518 520 525 529 531 533 TO 535 537 TO 540 579 580 589 596 616 TO 618 -
631 TO 634 636 645 647 PRIS YD 0.4 ZD 0.3
1 2 4 5 7 9 11 12 14 15 17 19 TO 24 34 TO 54 56 58 59 62 TO 65 127 TO 130 -
132 134 135 138 TO 141 257 261 330 TO 333 335 337 338 341 TO 344 375 409 -
410 413 TO 418 434 438 498 499 502 TO 507 523 527 577 578 581 582 584 585 -
630 635 660 TO 662 PRIS YD 0.6 ZD 0.23
67 TO 69 71 76 TO 78 89 90 92 143 TO 145 147 152 TO 154 165 166 168 346 348 -
350 355 357 368 370 374 376 379 380 423 424 430 432 433 435 437 512 513 519 -
521 522 524 526 591 592 651 654 657 PRIS YD 0.6 ZD 0.4
81 86 157 162 259 270 TO 274 455 TO 459 544 TO 548 623 624 -
626 PRIS YD 0.3 ZD 0.23
83 85 87 159 161 163 260 262 381 383 385 439 441 443 528 530 -
532 PRIS YD 0.4 ZD 0.4
275 TO 278 394 TO 396 460 TO 463 549 TO 552 620 621 628 629 639 644 646 648 -
695 TO 697 702 TO 704 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
118 TO 129 132 TO 134 339 340 FIXED
**1 2 4 6 8 TO 14 16 20 21 25 28 29 34 TO 44 46 TO 48 51 54 55 62 TO 78 173 -
**174 TO 189 217 TO 228 252 TO 263 287 TO 298 PINNED
DEFINE 1893 LOAD
ZONE 0.16 RF 3 I 1 SS 1 DM 0.05
*************************************************
JOINT WEIGHT
1 WEIGHT 3.562
2 WEIGHT 5.242
4 WEIGHT 4.532
6 WEIGHT 7.051
8 WEIGHT 5.651
9 WEIGHT 7.282
10 WEIGHT 8.141
11 WEIGHT 2.515
12 WEIGHT 3.157
13 WEIGHT 3.432
14 WEIGHT 4.316
16 WEIGHT 4.48
25 WEIGHT 4.668
28 WEIGHT 2.179
29 WEIGHT 7.571
34 WEIGHT 7.714
35 WEIGHT 18.635
36 WEIGHT 14.563
37 WEIGHT 35.632
38 WEIGHT 30.705
39 WEIGHT 13.716
40 WEIGHT 32.471
41 WEIGHT 25.312
42 WEIGHT 3.764
43 WEIGHT 7.633
44 WEIGHT 19.627
46 WEIGHT 11.51
51 WEIGHT 10.423
54 WEIGHT 2.532
55 WEIGHT 9.833
62 WEIGHT 13.297
63 WEIGHT 39.298
64 WEIGHT 30.817
65 WEIGHT 35.2
66 WEIGHT 30.224
67 WEIGHT 17.526
68 WEIGHT 35.074
69 WEIGHT 24.574
70 WEIGHT 4.328
71 WEIGHT 14.316
72 WEIGHT 34.56
73 WEIGHT 19.815
76 WEIGHT 9.926
77 WEIGHT 2.873
78 WEIGHT 9.905
173 WEIGHT 10.021
174 WEIGHT 29.825
175 WEIGHT 22.039
176 WEIGHT 35.694
177 WEIGHT 31.115
178 WEIGHT 15.261
179 WEIGHT 39.668
180 WEIGHT 28.334
181 WEIGHT 2.865
182 WEIGHT 7.286
183 WEIGHT 23.755
184 WEIGHT 12.731
187 WEIGHT 10.108
188 WEIGHT 2.619
189 WEIGHT 10.558
217 WEIGHT 9.981
218 WEIGHT 30.064
219 WEIGHT 22.104
220 WEIGHT 35.747
221 WEIGHT 30.853
222 WEIGHT 10.867
223 WEIGHT 30.222
224 WEIGHT 25.591
225 WEIGHT 4.248
226 WEIGHT 10.341
227 WEIGHT 2.499
228 WEIGHT 11.117
252 WEIGHT 10.158
253 WEIGHT 29.819
254 WEIGHT 22.09
255 WEIGHT 35.327
256 WEIGHT 31.168
257 WEIGHT 11.07
258 WEIGHT 30.278
259 WEIGHT 23.328
260 WEIGHT 5.945
261 WEIGHT 10.227
262 WEIGHT 3.016
263 WEIGHT 11.205
287 WEIGHT 9.515
288 WEIGHT 35.546
289 WEIGHT 23.329
290 WEIGHT 42.223
291 WEIGHT 32.474
292 WEIGHT 5.249
293 WEIGHT 34.993
294 WEIGHT 0.66
295 WEIGHT 22.349
296 WEIGHT 11.675
297 WEIGHT 0.278
298 WEIGHT 10.029
****************************************************
LOAD 1 LOADTYPE Seismic  TITLE SLX
1893 LOAD X 1
PDELTA ANALYSIS SMALLDELTA
CHANGE
****************************************************
LOAD 2 LOADTYPE Seismic  TITLE SLZ
1893 LOAD Z 1
PDELTA ANALYSIS SMALLDELTA
CHANGE
****************************************************
LOAD 3 LOADTYPE Dead  TITLE DEADLOAD
SELFWEIGHT Y -1 
FLOOR LOAD
_TERRACELOAD FLOAD -0.936 GY
***************************************************
_STAIRCASELOAD FLOAD -0.7425 GY
***************************************************
_FLOORLOAD FLOAD -0.636 GY
***************************************************
_TOILET FLOAD -0.705 GY
***************************************************
_BALCONY FLOAD -0.705 GY
**********************************************************
MEMBER LOAD
263 265 270 272 275 TO 278 390 392 394 TO 396 448 450 455 458 460 TO 463 537 -
539 544 547 549 TO 552 616 618 620 621 623 626 628 629 639 644 646 648 695 -
696 TO 697 702 TO 704 UNI GY -0.46
*************************************************************************************
1 2 4 7 11 12 15 22 TO 24 37 40 661 UNI GY -1.196
****************************************************************************
54 56 58 59 62 TO 66 69 72 TO 75 79 80 82 84 88 657 UNI GY -0.897
****************************************************************************
57 66 72 TO 75 79 80 82 84 88 UNI GY -0.989
*********************************************************************************
127 TO 130 132 134 135 138 TO 141 145 257 261 337 338 341 TO 343 346 348 368 -
375 380 409 410 413 TO 415 417 418 430 434 438 498 499 502 TO 504 506 507 -
519 523 527 651 UNI GY -1.127
***********************************************************************************
133 136 137 142 148 TO 151 155 156 158 160 164 167 258 260 262 339 340 345 -
351 TO 354 358 TO 361 363 369 381 382 384 385 387 411 412 416 419 TO 422 -
425 TO 429 431 439 440 442 443 445 500 501 505 508 TO 511 514 TO 518 520 -
528 529 531 532 534 645 UNI GY -1.219
*******************************************************************************
259 UNI GY -1.265
*************************************************************************
9 19 38 39 41 TO 45 48 UNI GY -1.288
*************************************************************
LOAD 4 LOADTYPE Live  TITLE LIVELOAD
FLOOR LOAD
_TERRACELOAD FLOAD -0.15 GY
******************************************
_STAIRCASELOAD FLOAD -0.4 GY
*****************************************
_DRAWING-FL FLOAD -0.25 GY
*****************************************
_OFFICE FLOAD -0.4 GY
****************************************
_PARKING FLOAD -0.3 GY
****************************************
_TOILET FLOAD -0.2 GY
****************************************
_BALCONY FLOAD -0.2 GY
************************************
**************************************LUMP MASS******************************
*LOAD COMB 500 DL+.25*LL
*3 1.0 4 0.25
*PERFORM ANALYSIS
*FINISH
**********************
LOAD COMB 100 (DL+LL)
3 1.0 4 1.0 
LOAD COMB 101 (DL+LL+SLX)
3 1.0 4 1.0 1 1.0 
LOAD COMB 102 (DL+LL-SLX)
3 1.0 4 1.0 1 -1.0 
LOAD COMB 103 (DL+LL+SLZ)
3 1.0 4 1.0 2 1.0 
LOAD COMB 104 (DL+LL-SLZ)
3 1.0 4 1.0 2 -1.0 
LOAD COMB 105 (DL+EQX)
3 1.0 1 1.0 
LOAD COMB 106 (DL-EQX)
3 1.0 1 -1.0 
LOAD COMB 107 (DL+EQZ)
3 1.0 2 1.0 
LOAD COMB 108 (DL-EQZ)
3 1.0 2 -1.0 
LOAD COMB 109 (1.5DL+1.5LL)
3 1.5 4 1.5 
LOAD COMB 110 (1.2EQX+1.2DL+1.2DL)
1 1.2 3 1.2 4 1.2 
LOAD COMB 111 (1.2DL+1.2LL-1.2EQX)
3 1.2 4 1.2 1 -1.2 
LOAD COMB 112 (1.2DL+1.2LL+1.2EQZ)
3 1.2 4 1.2 2 1.2 
LOAD COMB 113 (1.2DL+1.2LL-1.2EQZ)
3 1.2 4 1.2 2 -1.2 
LOAD COMB 114 (1.5DL+1.5SLX)
3 1.5 1 1.5 
LOAD COMB 115 (1.5DL-1.5SLX)
3 1.5 1 -1.5 
LOAD COMB 116 (1.5DL+1.5SLZ)
3 1.5 2 1.5 
LOAD COMB 117 (1.5DL-1.5SLZ)
3 1.5 2 -1.5 
LOAD COMB 118 (0.9DL+1.5SLX)
3 0.9 1 1.5 
LOAD COMB 119 (0.9DL-1.5SLX)
3 0.9 1 -1.5 
LOAD COMB 120 (0.9DL+1.5SLZ)
3 0.9 2 1.5 
LOAD COMB 121 (0.9DL-1.5SLZ)
3 0.9 2 -1.5 
****************************************
PERFORM ANALYSIS
LOAD LIST 100 TO 121
*****************************************************CONCRETEDESIGN******************************************************************
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 30 ALL
FYMAIN 500 ALL
FYSEC 415 ALL
RATIO 4 MEMB 93 TO 104 107 TO 109 228 TO 239 242 TO 244 397 TO 408 -
464 TO 475 478 TO 492 495 TO 497 553 TO 576 658 659 663 TO 672 677 TO 682 -
685 686
************************************************************************
DESIGN COLUMN 93 TO 104 107 TO 109 228 TO 239 242 TO 244 397 TO 408 -
464 TO 475 478 TO 492 495 TO 497 553 TO 576 658 659 663 TO 672 677 TO 682 -
685 686
************************************************************************
RATIO 2 MEMB 1 2 4 5 7 9 11 12 14 15 17 19 TO 24 34 TO 69 71 TO 92 -
127 TO 145 147 TO 168 257 TO 265 270 TO 278 330 TO 346 348 350 TO 355 357 -
358 TO 361 363 368 TO 370 374 TO 376 378 TO 396 409 TO 451 455 TO 463 498 -
499 TO 540 544 TO 552 577 TO 582 584 585 589 591 592 596 616 TO 618 620 621 -
623 624 626 628 TO 636 639 644 TO 648 651 654 657 660 TO 662 673 TO 676 683 -
684 687 TO 690 695 TO 697 702 TO 704
***********************************************************************************
ENSH 1 MEMB 1 2 4 5 7 9 11 12 14 15 17 19 TO 24 34 TO 69 71 TO 92 127 TO 145 -
147 TO 168 257 TO 265 270 TO 278 330 TO 346 348 350 TO 355 357 TO 361 363 -
368 TO 370 374 TO 376 378 TO 396 409 TO 451 455 TO 463 498 TO 540 -
544 TO 552 577 TO 582 584 585 589 591 592 596 616 TO 618 620 621 623 624 -
626 628 TO 636 639 644 TO 648 651 654 657 660 TO 662 673 TO 676 683 684 687 -
688 TO 690 695 TO 697 702 TO 704
**********************************************************************************
DESIGN BEAM 1 2 4 5 7 9 11 12 14 15 17 19 TO 24 34 TO 69 71 TO 92 127 TO 145 -
147 TO 168 257 TO 265 270 TO 278 330 TO 346 348 350 TO 355 357 TO 361 363 -
368 TO 370 374 TO 376 378 TO 396 409 TO 451 455 TO 463 498 TO 540 -
544 TO 552 577 TO 582 584 585 589 591 592 596 616 TO 618 620 621 623 624 -
626 628 TO 636 639 644 TO 648 651 654 657 660 TO 662 673 TO 676 683 684 687 -
688 TO 690 695 TO 697 702 TO 704
********************************************************************************
END CONCRETE DESIGN
FINISH
