STAAD PRO DESIGN EXAMPLES | STAAD PRO DESIGN EXAMPLES FOR COMPLETE BUILDINGS

 

STAAD PRO DESIGN EXAMPLES | STAAD PRO DESIGN EXAMPLES FOR COMPLETE BUILDINGS 

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INTRO FOR STAAD PRO DESIGN EXAMPLES

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STAAD PRO DESIGN EXAMPLES

LOAD CALCULATION FOR STAAD PRO DESIGN EXAMPLES

..
Live Load
Floor Slab Load			400	kg/m2
Toilet Slab Load			400	kg/m2
Roof Slab Load			150	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.13	2500	325
*Floor Finish			200
			525	kg/m2
Sunken Slab Load
*Self Weight	0.15	2500	375
*Filling	0.4	1900	760
*Partition & Floor Finish			200
			1335	kg/m2
Roof Slab Load
*Self Weight	0.15	2500	375	kg/m2
*Extra Loads
*Steps			250	kg/m2
Wall Load
*Grade Beam
200 mm thk wall	6	1920	11520	kg/m
*Floor Beam
200 mm thk wall	3.5	1920	6720	kg/m
*Roof Beam
200 mm thk wall	1.3	1920	2496	kg/m

INPUT FOR STAAD PRO DESIGN EXAMPLES

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

218 TO 222 224 TO 228 230 TO 234 242 TO 246 248 TO 252 254 TO 258 260 TO 264 -

278 TO 282 284 TO 288 290 TO 294 296 TO 300 302 TO 306 308 TO 312 -

314 TO 318 326 TO 330 332 TO 336 423 425 427 TO 431 434 437 459 TO 463 -

464 PRIS YD 0.23 ZD 0.45

320 TO 323 440 452 PRIS YD 0.45 ZD 0.23

266 TO 270 272 TO 276 424 426 435 436 438 439 PRIS YD 0.23 ZD 0.3

78 TO 81 84 85 88 TO 109 112 113 116 TO 134 137 140 141 144 147 TO 169 171 -

172 174 TO 187 189 337 339 341 346 347 349 351 352 354 355 359 TO 377 379 -

380 382 383 385 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 432 433 -

441 TO 451 457 458 PRIS YD 0.45 ZD 0.23

MEMBER PROPERTY INDIAN

82 83 87 110 111 115 135 136 138 139 143 340 378 381 384 465 TO 466 -

467 PRIS YD 0.45 ZD 0.3

236 TO 240 PRIS YD 0.3 ZD 0.45

MEMBER PROPERTY

50 TO 57 60 TO 77 343 344 453 TO 456 468 469 PRIS YD 0.38 ZD 0.23

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 TO 21 PINNED

LOAD 1 LOADTYPE None  TITLE DEAD & LIVE

SELFWEIGHT Y -1 

MEMBER LOAD

50 51 53 56 60 61 63 TO 65 67 TO 71 73 75 77 343 344 453 UNI GY -975

50 51 53 56 61 TO 65 67 TO 79 81 84 89 TO 93 95 TO 107 109 112 117 TO 121 -

123 TO 135 137 140 141 144 147 TO 161 341 344 346 347 349 351 352 359 360 -

362 TO 364 366 369 TO 374 384 385 432 456 TO 458 UNI GY -1125

136 138 143 165 168 180 181 183 TO 186 337 339 354 361 367 368 376 TO 383 -

386 TO 388 395 412 TO 415 422 UNI GY -563

162 163 175 TO 177 179 182 187 189 355 390 TO 393 403 TO 411 416 417 419 420 -

441 TO 444 446 TO 449 UNI GY -400

FLOOR LOAD

YRANGE 10 11 FLOAD -475 XRANGE 2.21 3.41  ZRANGE 16.75 18.8  GY

YRANGE 10 11 FLOAD -475 XRANGE 5.715 8.69  ZRANGE 16.75 17.95  GY

YRANGE 10 11 FLOAD -475 XRANGE 6.24 8.69  ZRANGE 4.13 5.33  GY

YRANGE 3 9 FLOAD -975 GY

YRANGE 10 18 FLOAD -775 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 218 TO 222 224 TO 228 230 TO 234 236 TO 240 242 TO 246 -

248 TO 252 254 TO 258 260 TO 264 266 TO 270 272 TO 276 278 TO 282 -

284 TO 288 290 TO 294 296 TO 300 302 TO 306 308 TO 312 314 TO 318 -

320 TO 323 326 TO 330 332 TO 336 423 TO 431 434 TO 440 452 459 TO 464

FC 20 MEMB 50 TO 57 60 TO 85 87 TO 113 115 TO 141 143 144 147 TO 169 171 172 -

174 TO 187 189 218 TO 222 224 TO 228 230 TO 234 236 TO 240 242 TO 246 248 -

249 TO 252 254 TO 258 260 TO 264 266 TO 270 272 TO 276 278 TO 282 284 TO 288 -

290 TO 294 296 TO 300 302 TO 306 308 TO 312 314 TO 318 320 TO 323 -

326 TO 330 332 TO 337 339 TO 341 343 344 346 347 349 351 352 354 355 359 -

360 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 TO 455 468

FYMAIN 500 MEMB 50 TO 57 60 TO 85 87 TO 113 115 TO 141 143 144 147 TO 169 -

171 172 174 TO 187 189 218 TO 222 224 TO 228 230 TO 234 236 TO 240 -

242 TO 246 248 TO 252 254 TO 258 260 TO 264 266 TO 270 272 TO 276 -

278 TO 282 284 TO 288 290 TO 294 296 TO 300 302 TO 306 308 TO 312 -

314 TO 318 320 TO 323 326 TO 330 332 TO 337 339 TO 341 343 344 346 347 349 -

351 352 354 355 359 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 TO 455 -

468

FYSEC 500 ALL

TORSION 1 MEMB 50 TO 57 60 TO 85 87 TO 113 115 TO 141 143 144 147 TO 169 171 -

172 174 TO 187 189 337 339 TO 341 343 344 346 347 349 351 352 354 355 359 -

360 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 432 433 441 TO 451 453 -

454 TO 458 465 TO 469

DESIGN BEAM 50 TO 57 60 TO 85 87 TO 113 115 TO 141 143 144 147 TO 169 171 -

172 174 TO 187 189 337 339 TO 341 343 344 346 347 349 351 352 354 355 359 -

360 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 432 433 441 TO 451 453 -

454 TO 458 465 TO 469

DESIGN COLUMN 218 TO 222 224 TO 228 230 TO 234 236 TO 240 242 TO 246 -

248 TO 252 254 TO 258 260 TO 264 266 TO 270 272 TO 276 278 TO 282 -

284 TO 288 290 TO 294 296 TO 300 302 TO 306 308 TO 312 314 TO 318 -

320 TO 323 326 TO 330 332 TO 336 423 TO 431 434 TO 440 452 459 TO 464

CLEAR 30 MEMB 50 TO 57 60 TO 85 87 TO 113 115 TO 141 143 144 147 TO 169 171 -

172 174 TO 187 189 337 339 TO 341 343 344 346 347 349 351 352 354 355 359 -

360 TO 393 395 396 398 TO 401 403 TO 417 419 420 422 432 433 441 TO 451 453 -

454 TO 458 465 TO 469

UNIT METER KG

RATIO 5 MEMB 236 TO 240

END CONCRETE DESIGN

UNIT METER MTON

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UNIT METER KG

PRINT SUPPORT REACTION

FINISH

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