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ANALYSIS AND DESIGN OF BUILDING USING STAAD PRO | DESIGN OF BUILDINGS
Project Title: PROPOSED CONSTRUCTION OF INSTITUTIONAL BUILDING (G+2) AT, PUDUCHERRY
INTRODUCTION FOR DESIGN OF BUILDINGS
Autocad and structural drawing
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| ANALYSIS AND DESIGN OF BUILDING USING STAAD PRO |
STAAD INPUT FOR DESIGN OF BUILDINGS
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-Jun-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KG
JOINT COORDINATES
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+009
POISSON 0.17
DENSITY 2402.62
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2.81228e+006
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
85 TO 89 95 TO 99 110 TO 114 120 TO 124 135 TO 139 145 TO 148 -
149 PRIS YD 0.23 ZD 0.38
1 TO 5 11 TO 22 28 TO 37 65 TO 69 75 TO 84 PRIS YD 0.38 ZD 0.23
201 TO 251 PRIS YD 0.45 ZD 0.23
301 TO 338 PRIS YD 0.23 ZD 0.23
408 409 421 422 425 426 452 508 509 521 522 525 526 552 608 609 621 622 625 -
626 652 708 709 711 PRIS YD 0.45 ZD 0.3
701 TO 706 PRIS YD 0.3 ZD 0.23
401 TO 407 410 TO 420 423 424 427 TO 451 453 TO 459 501 TO 507 510 TO 520 -
523 524 527 TO 551 553 TO 559 601 TO 607 610 TO 620 623 624 627 TO 651 653 -
654 TO 659 707 710 712 PRIS YD 0.34 ZD 0.23
6 TO 10 90 TO 94 115 TO 119 140 TO 144 PRIS YD 0.3 ZD 0.23
38 TO 53 PRIS YD 0.23 ZD 0.3
MEMBER PROPERTY INDIAN
54 TO 64 100 TO 109 125 TO 134 PRIS YD 0.3 ZD 0.38
MEMBER PROPERTY INDIAN
23 TO 27 70 TO 74 PRIS YD 0.38 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 29 PINNED
LOAD 1 LOADTYPE Dead TITLE DEAD & LIVE
SELFWEIGHT Y -1
MEMBER LOAD
301 TO 307 309 TO 338 401 TO 407 411 TO 415 423 424 427 428 430 TO 443 448 -
449 TO 450 453 TO 455 457 458 501 TO 507 511 TO 515 523 524 527 528 -
530 TO 543 548 TO 550 553 TO 555 557 558 UNI GY -1391
201 TO 207 210 TO 215 218 219 222 TO 242 246 TO 251 UNI GY -463
417 TO 420 429 444 TO 447 459 517 TO 520 529 544 TO 547 559 601 602 -
604 TO 606 617 TO 620 627 TO 635 644 TO 647 657 TO 659 701 TO 705 -
706 UNI GY -400
603 636 637 648 TO 650 UNI GY -923
FLOOR LOAD
YRANGE 3 9 FLOAD -875 GY
YRANGE 3 9 FLOAD -475 XRANGE 14.6 17.22 ZRANGE 0 5.22 GY
YRANGE 10 15 FLOAD -775 GY
YRANGE 13 14 FLOAD -1000 GY
LOAD 2 LOADTYPE Dead TITLE COMB
REPEAT LOAD
1 1.5
PDELTA ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 40 MEMB 1 TO 149
CLEAR 30 MEMB 201 TO 251 301 TO 338 401 TO 459 501 TO 559 601 TO 659 701 TO 706
FC 20 ALL
FYMAIN 500 ALL
FYSEC 500 ALL
TORSION 1 MEMB 201 TO 251 301 TO 338 401 TO 459 501 TO 559 601 TO 659 701 -
702 TO 706
DESIGN COLUMN 1 TO 149
DESIGN BEAM 201 TO 251 301 TO 338 401 TO 459 501 TO 559 601 TO 659 701 TO 706
END CONCRETE DESIGN
UNIT METER MTON
LOAD LIST 1
PRINT SUPPORT REACTION
UNIT METER KG
FINISH
COMMENTS