STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12-Nov-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 7.43001; 3 0 0 0.928752; 4 0 0 1.8575; 5 0 0 2.78626;
6 0 0 3.71501; 7 0 0 4.64376; 8 0 0 5.57251; 9 0 0 6.50126; 10 29.3001 0 0;
11 29.3001 0 7.43001; 12 29.3001 0 0.928752; 13 29.3001 0 1.8575;
14 29.3001 0 2.78626; 15 29.3001 0 3.71501; 16 29.3001 0 4.64376;
17 29.3001 0 5.57251; 18 29.3001 0 6.50126; 25 0 0 7.43177; 27 0 0.550001 0;
28 29.3001 0.550001 0; 29 0 0.550001 7.43001; 30 29.3001 0.550001 7.43001;
31 0 -6.69001 0; 32 0 -6.69001 0.928752; 33 0 -6.69001 1.8575;
34 0 -6.69001 2.78626; 35 0 -6.69001 3.71501; 36 0 -6.69001 4.64501;
37 0 -6.69001 5.57376; 38 0 -6.69001 6.50276; 39 0 -6.69001 7.43001;
46 -4.94001 0 5.65001; 52 34.1001 0 5.20001; 54 -3.56601 0 6.15001;
56 -4.94001 -2.25 5.66001; 58 -3.56554 -2.25 6.15901; 59 0 -4.97001 7.43001;
60 -2 -4.97001 6.73001; 61 -2 -6.69001 6.70001; 62 -2 0 6.72201;
63 -2 0 -0.708002; 64 -2 -4.97001 -0.700001; 65 0 -4.97001 0;
67 -3.56554 0 -1.28; 68 -3.56554 -2.25 -1.271; 69 -4.94001 -2.25 -1.77;
70 -4.94001 0 -1.78; 71 29.3001 -4.97001 0; 72 29.3001 -6.69001 0.928752;
73 29.3001 -6.69001 1.8575; 74 29.3001 -6.69001 2.78626;
75 29.3001 -6.69001 3.71501; 76 29.3001 -6.69001 4.64501;
77 29.3001 -6.69001 5.57376; 78 29.3001 -6.69001 6.50276;
79 29.3001 -4.97001 7.43001; 80 29.3001 -6.69001 7.43001;
81 29.3001 -6.69001 0; 82 32.7636 0 5.80001; 83 34.1001 -2.25 5.20001;
84 32.7651 -2.25 5.80001; 85 31.3001 -4.97001 6.50001;
86 31.3001 -6.69001 6.50001; 87 31.3001 0 6.50001; 88 32.7636 0 -1.63;
89 34.1001 0 -2.23; 90 34.1001 -2.25 -2.23; 91 32.7651 -2.25 -1.63;
92 31.3001 0 -0.930002; 93 31.3001 -4.97001 -0.930002;
94 31.3001 -6.69001 -0.930002; 96 -2.1 -6.69001 0; 98 2 -6.69001 0;
99 2 -6.69001 7.43001; 104 -2.1 -6.69001 9.76502; 105 2 -6.69001 9.76502;
106 -2.1 -6.69001 -2.335; 107 2 -6.69001 -2.335; 108 -2.1 -6.69001 8.96502;
109 -1.7 -6.69001 8.96502; 110 -1.7 -6.69001 5.46501; 111 -1.7 -6.69001 1.965;
112 -1.7 -6.69001 -1.535; 113 1.6 -6.69001 8.96502; 114 1.6 -6.69001 5.46501;
115 1.6 -6.69001 1.965; 116 1.6 -6.69001 -1.535; 117 -1.7 -24.69 8.96502;
118 -1.7 -24.69 5.46501; 119 -1.7 -24.69 1.965; 120 -1.7 -24.69 -1.535;
121 1.6 -24.69 8.96502; 122 1.6 -24.69 5.46501; 123 1.6 -24.69 1.965;
124 1.6 -24.69 -1.535; 125 2 -6.69001 8.96502; 360 -2.00049 -6.69001 8.96502;
361 1.6 -6.69001 0; 362 1.6 -6.69001 0.928752; 363 1.6 -6.69001 1.8575;
364 1.6 -6.69001 2.78626; 365 1.6 -6.69001 3.71501; 366 1.6 -6.69001 4.64501;
367 1.6 -6.69001 5.57376; 368 1.6 -6.69001 6.50276; 369 -1.7 -6.69001 0;
370 -1.7 -6.69001 0.928752; 371 -1.7 -6.69001 1.8575;
372 -1.7 -6.69001 2.78626; 373 -1.7 -6.69001 4.64501;
374 -1.7 -6.69001 5.57376; 375 -2.1 -6.69001 0.928752;
376 -2.1 -6.69001 2.78626; 377 -2.1 -6.69001 4.64501;
378 -2.1 -6.69001 5.57376; 379 -2.1 -6.69001 5.46501; 380 1.6 -6.69001 7.43001;
382 2 -6.69001 5.46501; 383 2 -6.69001 1.965; 384 2 -6.69001 0.928752;
385 2 -6.69001 1.8575; 386 2 -6.69001 2.78626; 387 2 -6.69001 3.71501;
388 2 -6.69001 4.64501; 389 2 -6.69001 5.57376; 390 2 -6.69001 6.50276;
391 -1.7 -6.69001 -2.335; 392 1.6 -6.69001 -2.335; 393 -1.7 -6.69001 9.76502;
394 1.6 -6.69001 9.76502; 395 -2.1 -6.69001 -1.535; 396 2 -6.69001 -1.535;
397 -2 -6.69001 -0.730005; 398 -2.1 -6.69001 6.70001;
399 -1.7 -6.69001 6.80951; 400 0 -6.69001 1.965; 401 -1.7 -6.69001 3.71501;
402 0 -6.69001 5.46501; 403 -1.7 -6.69001 6.50276; 405 -2 -6.69001 5.57376;
406 -2 -6.69001 5.46501; 407 -2 -6.69001 4.64501; 408 -2 -6.69001 2.78626;
409 -2 -6.69001 0.928752; 410 -2 -6.69001 0; 411 -2.1 -6.69001 -0.730005;
412 -2 -6.69001 -2.335; 413 -2 -6.69001 -1.535; 414 0 -6.69001 -1.535;
415 0 -6.69001 -2.335; 416 -2.1 -6.69001 1.965; 417 -2.1 -6.69001 1.8575;
418 -2 -6.69001 1.965; 419 -2 -6.69001 1.8575; 420 -2 -6.69001 3.71501;
421 -2.1 -6.69001 3.71501; 422 -2 -6.69001 6.50276; 423 -2.1 -6.69001 6.50276;
424 31.3001 -6.69001 7.43001; 425 27.2001 -6.69001 7.43001;
427 31.3001 -6.69001 9.76501; 428 27.2001 -6.69001 9.76501;
429 31.3001 -6.69001 -2.33501; 430 27.2001 -6.69001 -2.33501;
431 30.9001 -6.69001 9.76501; 432 30.9001 -6.69001 8.96501;
433 30.9001 -6.69001 5.46501; 434 30.9001 -6.69001 1.965;
435 30.9001 -6.69001 -1.53501; 436 27.6001 -6.69001 8.96501;
437 27.6001 -6.69001 5.46501; 438 27.6001 -6.69001 1.965;
439 27.6001 -6.69001 -1.53501; 440 30.9001 -24.69 8.96501;
441 30.9001 -24.69 5.46501; 442 30.9001 -24.69 1.965;
443 30.9001 -24.69 -1.53501; 444 27.6001 -24.69 8.96501;
445 27.6001 -24.69 5.46501; 446 27.6001 -24.69 1.965;
447 27.6001 -24.69 -1.53501; 448 29.3001 -6.69001 8.96501;
449 27.6001 -6.69001 7.43001; 450 27.2001 -6.69001 8.96501;
451 30.9001 -6.69001 7.43001; 452 31.3001 -6.69001 8.96501;
453 27.6001 -6.69001 9.76501; 454 29.3001 -6.69001 9.76501;
455 27.2001 -6.69001 6.50276; 456 27.6001 -6.69001 6.50276;
457 27.2001 -6.69001 5.46501; 458 27.6001 -6.69001 0.928752;
459 27.6001 -6.69001 1.8575; 460 27.6001 -6.69001 2.78626;
461 27.6001 -6.69001 3.71501; 462 27.6001 -6.69001 4.64501;
463 27.6001 -6.69001 5.57376; 464 27.6001 -6.69001 0;
465 27.2001 -6.69001 0.928752; 466 27.2001 -6.69001 1.8575;
467 27.2001 -6.69001 2.78626; 468 27.2001 -6.69001 3.71501;
469 27.2001 -6.69001 4.64501; 470 27.2001 -6.69001 5.57376;
471 27.2001 -6.69001 0; 472 27.2001 -6.69001 1.965;
473 30.9001 -6.69001 -2.33501; 474 27.6001 -6.69001 -2.33501;
475 27.2001 -6.69001 -1.53501; 476 31.3001 -6.69001 -1.53501;
477 29.3001 -6.69001 -1.535; 478 29.3001 -6.69001 -2.33501;
479 30.9001 -6.69001 0.928752; 480 30.9001 -6.69001 1.8575;
481 30.9001 -6.69001 2.78626; 482 30.9001 -6.69001 3.71501;
483 30.9001 -6.69001 4.64501; 484 30.9001 -6.69001 5.57376;
485 30.9001 -6.69001 0; 486 31.3001 -6.69001 0.928752;
487 31.3001 -6.69001 1.8575; 488 31.3001 -6.69001 2.78626;
489 31.3001 -6.69001 3.71501; 490 31.3001 -6.69001 4.64501;
491 31.3001 -6.69001 5.57376; 492 31.3001 -6.69001 0;
493 31.3001 -6.69001 1.965; 494 31.3001 -6.69001 5.46501;
495 0 -6.69001 7.43177; 496 29.3001 -6.69001 7.43177;
MEMBER INCIDENCES
9 1 10; 11 3 12; 12 4 13; 13 5 14; 14 6 15; 15 7 16; 16 8 17; 17 9 18;
112 109 117; 113 110 118; 114 111 119; 115 112 120; 116 113 121; 117 114 122;
118 115 123; 555 432 440; 556 433 441; 557 434 442; 558 435 443; 559 436 444;
560 437 445; 561 438 446; 562 439 447; 665 124 116;
ELEMENT INCIDENCES SHELL
60 62 60 59 2; 62 54 62 60 58; 63 56 58 54 46; 65 63 64 65 1; 67 67 63 64 68;
68 69 68 67 70; 88 82 52 83 84; 89 87 85 84 82; 90 79 85 86 80; 92 88 89 90 91;
93 92 93 91 88; 94 71 93 94 81; 387 60 59 39 61; 427 64 65 31 397;
429 398 61 360 108; 434 61 399 109 360; 435 399 39 109; 436 39 113 109;
439 380 113 39; 441 114 382 389 367; 442 389 390 368 367; 443 368 390 99 380;
444 380 99 125 113; 445 113 394 105 125; 446 108 109 393 104;
447 393 394 113 109; 448 370 32 33 371; 450 371 33 400 111; 451 111 400 34 372;
453 372 34 35 401; 454 401 35 36 373; 456 373 36 402 110; 457 110 402 37 374;
459 374 37 38 403; 460 38 39 399 403; 461 38 368 380 39; 462 37 367 368 38;
463 402 114 367 37; 464 36 366 114 402; 465 366 388 382 114;
466 365 387 388 366; 467 35 365 366 36; 468 34 364 365 35; 469 364 386 387 365;
470 363 385 383 115; 471 33 363 115 400; 472 400 115 364 34;
473 115 383 386 364; 474 363 385 384 362; 475 32 362 363 33; 502 31 369 370 32;
503 31 361 362 32; 504 361 98 384 362; 505 411 397 410 96; 506 397 31 410;
507 116 31 361; 510 116 414 31; 511 414 112 31; 512 112 397 31;
513 413 112 397; 514 412 391 112 413; 515 391 415 414 112; 516 415 392 116 414;
517 392 107 396 116; 518 116 396 98 361; 519 395 413 397 411;
520 395 413 412 106; 521 96 410 409 375; 522 410 369 370 409;
527 419 371 111 418; 528 417 419 418 416; 529 417 375 409 419;
530 409 370 371 419; 531 418 111 372 408; 532 408 376 416 418;
535 421 420 408 376; 536 408 372 401 420; 537 421 420 407 377;
538 407 373 401 420; 539 377 407 406 379; 540 379 406 405 378;
541 406 110 374 405; 542 406 110 373 407; 545 405 378 423 422;
546 405 374 403 422; 547 422 403 399 61; 566 449 80 448 436;
568 436 450 425 449; 570 451 424 452 432; 571 448 432 451 80; 572 80 86 424;
574 450 436 453 428; 576 436 448 454 453; 577 448 432 431 454;
578 432 452 427 431; 579 78 86 80; 581 456 455 425 449; 582 456 78 80 449;
585 437 77 78 456; 593 457 437 463 470; 594 463 470 455 456; 595 77 437 462 76;
596 462 469 457 437; 597 468 461 462 469; 598 461 75 76 462;
599 460 467 468 461; 600 460 74 75 461; 602 459 466 472 438;
603 460 438 472 467; 604 460 74 73 438; 605 458 459 466 465; 606 458 72 73 438;
607 465 471 464 458; 608 464 81 72 458; 613 475 439 464 471;
614 439 474 430 475; 616 439 477 81 464; 617 477 478 474 439;
618 477 476 94 81; 619 476 429 473 435; 620 435 477 478 473; 628 72 479 480 73;
629 480 479 486 487; 630 479 485 492 486; 631 72 81 485 479; 632 81 94 492;
634 434 480 487 493; 635 481 434 493 488; 636 74 73 480 481;
637 481 482 489 488; 638 482 75 74 481; 639 483 482 75 76; 640 483 482 489 490;
642 433 484 491 494; 643 433 483 490 494; 644 77 76 483 484; 645 86 78 77 491;
646 27 1 10 28; 647 30 11 2 29; 648 1 3 32 31; 649 3 4 33 32; 650 4 5 34 33;
651 5 6 35 34; 652 6 7 36 35; 656 10 12 72 81; 657 12 13 73 72;
658 13 14 74 73; 659 14 15 75 74; 660 15 16 76 75; 664 423 422 61 398;
666 7 8 37 36; 667 8 9 38 37; 668 9 2 495 38; 669 16 17 77 76; 670 17 18 78 77;
671 18 11 496 78; 672 79 85 87 11; 673 71 93 92 10; 674 7 16 17 8;
675 8 17 18 9; 676 18 11 25 9; 677 10 1 3 12; 678 12 13 4 3; 679 4 5 14 13;
680 5 14 15 6; 681 6 15 16 7;
ELEMENT PROPERTY
674 TO 681 THICKNESS 0.24
646 647 THICKNESS 0.2
429 434 TO 436 439 441 TO 448 450 451 453 454 456 457 459 TO 475 502 TO 507 -
510 TO 522 527 TO 532 535 TO 542 545 TO 547 566 568 570 TO 572 574 -
576 TO 579 581 582 585 593 TO 600 602 TO 608 613 614 616 TO 620 628 TO 632 -
634 TO 640 642 TO 645 664 THICKNESS 1
60 62 63 65 67 68 88 TO 90 92 TO 94 387 427 672 673 THICKNESS 0.4
648 TO 652 656 TO 660 666 TO 671 THICKNESS 0.7
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
9 11 TO 17 PRIS YD 1 ZD 1.1
MEMBER PROPERTY AMERICAN
112 TO 118 555 TO 562 665 PRIS YD 0.8
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
117 TO 124 440 TO 447 FIXED
DEFINE MOVING LOAD
TYPE 1 LOAD 36 145 145
DIST 4.3 6 WID 1.83
DEFINE IBC 2012
ZIP 10117 I 1 RX 3 RZ 4 SCLASS 4 TL 12
ELEMENT WEIGHT
674 TO 681 PRESSURE 1.4
674 TO 681 PRESSURE 1
SELFWEIGHT 1 
DEFINE TIME HISTORY
TYPE 1 ACCELERATION SAVE
0 1.15292 0.0782811 2.88229 0.158281 2.88229 0.238281 2.88229 0.318281 2.88229
0.391406 2.88229 0.471406 2.39315 0.551406 2.04594 0.631406 1.78672
0.711406 1.5858 0.791406 1.42549 0.871406 1.29463 0.951406 1.18577
1.03141 1.09379 1.11141 1.01506 1.19141 0.946901 1.27141 0.88732
1.35141 0.834793 1.43141 0.788137 1.51141 0.74642 1.59141 0.708898
1.67141 0.674967 1.75141 0.644136 1.83141 0.615999 1.91141 0.590217
1.99141 0.566506 2.07141 0.544627 2.15141 0.524375 2.23141 0.505575
2.31141 0.488077 2.39141 0.471749 2.47141 0.456479 2.55141 0.442166
2.63141 0.428723 2.71141 0.416073 2.79141 0.404149 2.87141 0.392889
2.95141 0.382239 3.03141 0.372152 3.11141 0.362583 3.19141 0.353494
3.27141 0.34485 3.35141 0.336618 3.43141 0.32877 3.51141 0.32128
3.59141 0.314123 3.67141 0.307278 3.75141 0.300726 3.83141 0.294446
3.91141 0.288424 3.99141 0.282643 4.07141 0.277089 4.15141 0.27175
4.23141 0.266612 4.31141 0.261665 4.39141 0.256898 4.47141 0.252302
4.55141 0.247867 4.63141 0.243586 4.71141 0.239449 4.79141 0.235451
4.87141 0.231585 4.95141 0.227843 5.03141 0.22422 5.11141 0.220711
5.19141 0.21731 5.27141 0.214012 5.35141 0.210813 5.43141 0.207707
5.51141 0.204693 5.59141 0.201764 5.67141 0.198918 5.75141 0.196151
5.83141 0.19346 5.91141 0.190842 5.99141 0.188294 6.07141 0.185813
6.15141 0.183396 6.23141 0.181042 6.31141 0.178747 6.39141 0.176509
6.47141 0.174327 6.55141 0.172199 6.63141 0.170121 6.71141 0.168093
6.79141 0.166113 6.87141 0.164179 6.95141 0.16229 7.03141 0.160444
7.11141 0.158639 7.19141 0.156874 7.27141 0.155148 7.35141 0.15346
7.43141 0.151808 7.51141 0.150191 7.59141 0.148608 7.67141 0.147058
7.75141 0.145541 7.83141 0.144054 7.91141 0.142597 7.99141 0.14117
ARRIVAL TIME
1 2 3 4 5 6
DAMPING 0.05
LOAD 1 LOADTYPE Seismic-H  TITLE EQX
IBC LOAD X 1
LOAD 2 LOADTYPE Seismic-H  TITLE EQ-X
IBC LOAD X -1
LOAD 3 LOADTYPE Seismic-H  TITLE EQZ
IBC LOAD Z 1
LOAD 4 LOADTYPE Seismic-H  TITLE EQ-Z
IBC LOAD Z -1
LOAD 5 LOADTYPE Dead  TITLE D.L
SELFWEIGHT Y -1 
ELEMENT LOAD
674 TO 681 PR GY -1.4
674 TO 681 PR GY -1
GROUND MOTION X 1 1 1.000000
PERFORM ANALYSIS PRINT LOAD DATA
PRINT MAXFORCE ENVELOPE LIST 9 11 TO 17 112 TO 118 555 TO 562
START CONCRETE DESIGN
CODE ACI
FYMAIN 413684 ALL
FYSEC 413684 ALL
DESIGN COLUMN 112 TO 118 555 TO 562 665
DESIGN BEAM 9 11 TO 17
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS PRINT MODE SHAPES
PERFORM ANALYSIS PRINT ALL
FINISH
