staad pro building design |design of rcc building using staad pro pdf |design of building using staad pro pdf |staad pro residential building design

staad pro building design |design of rcc building using staad pro pdf |design of building using staad pro pdf

staad pro building design 

LEVEL -1

• column marking in plan 
• Floor beam layout and detail
• creating staad model using layout
• assigning property
• load calculation
• perform analysis

LEVEL -2

• design of members
• support reaction
• output file & grouping
• grouping the area of steel 
• detailing of structure based on staad

SCROLL DOWN & DOWNLOAD STAAD FILE 

LOAD CALCULATION

..
Live Load
Floor Slab Load			400	kg/m2
Toilet Slab Load			200	kg/m2
Roof Slab Load			200	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.15	2500	375
*Floor Finish			100
Sunken Slab Load
*Self Weight	0.3	2500	750
*Filling	0.3	1900	570
*Partition & Floor Finish			100
Roof Slab Load
*Self Weight	0.15	2500	375	kg/m2
Wall Load
*Grade Beam
230 mm thk wall	3	1920	5760	kg/m
*Floor Beam
230 mm thk wall	3	1920	5760	kg/m
*Roof Beam
230 mm thk wall	1.3	1920	2496	kg/m

STAAD INPUT FILE

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

27 49 TO 52 59 TO 62 64 TO 72 88 TO 91 97 TO 100 102 TO 104 -

105 PRIS YD 0.45 ZD 0.23

84 TO 87 92 TO 95 PRIS YD 0.23 ZD 0.45

73 TO 75 106 TO 111 PRIS YD 0.23 ZD 0.23

28 TO 34 36 TO 39 45 TO 48 PRIS YD 0.45 ZD 0.34

3 TO 25 54 TO 57 76 TO 83 PRIS YD 0.34 ZD 0.45

2 35 40 TO 44 PRIS YD 0.38 ZD 0.45

58 63 96 101 201 TO 247 301 304 TO 308 310 TO 329 331 TO 336 338 339 -

341 TO 344 347 TO 349 352 TO 374 401 405 TO 431 435 TO 444 446 TO 450 453 -

454 TO 465 501 TO 506 508 TO 515 517 TO 523 525 TO 558 601 TO 638 640 TO 642 -

643 PRIS YD 0.45 ZD 0.23

402 TO 404 432 TO 434 445 451 452 507 516 524 PRIS YD 0.6 ZD 0.23

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 TO 25 PINNED

LOAD 1 LOADTYPE None  TITLE DEAD & LIVE

SELFWEIGHT Y -1 

MEMBER LOAD

205 TO 214 216 217 220 221 224 228 229 234 236 238 239 245 TO 247 301 308 -

310 TO 318 320 321 323 326 TO 329 332 335 338 339 341 TO 343 347 353 354 -

360 TO 362 364 TO 374 401 TO 405 411 TO 415 417 418 420 421 424 430 TO 439 -

444 450 454 TO 463 505 TO 509 511 TO 516 519 TO 522 526 527 533 TO 535 537 -

541 TO 544 549 TO 551 558 642 UNI GY -1547

201 TO 203 222 223 225 TO 227 235 237 240 TO 244 416 423 443 464 465 -

501 TO 503 510 529 TO 532 536 546 552 TO 557 601 TO 605 615 TO 617 -

620 TO 624 630 631 635 TO 637 641 UNI GY -400

FLOOR LOAD

YRANGE 3 12 FLOAD -675 GY

YRANGE 3 8 FLOAD -475 XRANGE 0 1.7  ZRANGE 4.11 15.31  GY

YRANGE 14 18 FLOAD -775 GY

YRANGE 3 6 FLOAD -475 XRANGE 0 3.46  ZRANGE 20.56 22.46  GY

YRANGE 6 9 FLOAD -475 XRANGE 0 2.28  ZRANGE 2.44 6.91  GY

YRANGE 6 9 FLOAD -475 XRANGE 6.7 10.63  ZRANGE 22.01 25.79  GY

YRANGE 11 14 FLOAD -475 XRANGE 0 1.7  ZRANGE 8.91 15.31  GY

LOAD 2 LOADTYPE None  TITLE COMB

REPEAT LOAD

1 1.5 

PDELTA ANALYSIS

START CONCRETE DESIGN

CODE INDIAN

UNIT MMS NEWTON

CLEAR 40 MEMB 2 TO 25 27 TO 52 54 TO 111

CLEAR 30 MEMB 201 TO 247 301 304 TO 307 310 TO 329 331 TO 335 338 339 341 -

342 TO 343 347 TO 349 352 TO 374 401 TO 465 501 TO 558 601 TO 638 640 641

FC 20 MEMB 201 TO 247 301 304 TO 307 310 TO 329 331 TO 335 338 339 -

341 TO 343 347 TO 349 352 TO 374 401 TO 465 501 TO 558 601 TO 638 640 641

FC 25 MEMB 2 TO 25 27 TO 52 54 TO 111

FYMAIN 500 MEMB 2 TO 25 27 TO 52 54 TO 111 201 TO 247 301 304 TO 308 -

310 TO 329 331 TO 335 338 339 341 TO 344 347 TO 349 352 TO 374 401 TO 465 -

501 TO 558 601 TO 637 641

TORSION 1 MEMB 201 TO 247 301 304 TO 308 310 TO 329 331 TO 336 338 339 341 -

342 TO 344 347 TO 349 352 TO 374 401 TO 465 501 TO 558 601 TO 638 640 TO 643

DESIGN BEAM 201 TO 247 301 304 TO 308 310 TO 329 331 TO 336 338 339 -

341 TO 344 347 TO 349 352 TO 374 401 TO 465 501 TO 523 525 TO 558 -

601 TO 638 640 TO 643

DESIGN COLUMN 2 TO 25 27 TO 52 54 TO 111

END CONCRETE DESIGN

UNIT METER MTON

LOAD LIST 1

PRINT SUPPORT REACTION

UNIT METER KG

PRINT SUPPORT REACTION

FINISH

STAAD PRO FILE DOWNLOAD  -CLICK HERE

ABOVE BUILDING COMPLETE SET DOWNLOAD

• FLOOR PLAN AUTOCAD
• STAAD PRO FILE
• STRUCTURAL DRAWING

RESIDENTIAL PLAN

#1 (40' x 80') - Click here

#2 (30' x 50') - Click here

#3 (30' x 24') - Click here

#4 (30' x 60') - Click here

#5 (30' x 70') - Click here

#6 (25' x 60') - Click here

#7 (20' x 60') - Click here

#8 (30' x 40') - Click here