STAAD FILE | STAAD PRO FILE | DESIGN FOR RESIDENTIAL BUILDING DOWNLOAD ( 30' X 60')
STAAD FILE | STAAD PRO FILE | DESIGN FOR RESIDENTIAL BUILDING DOWNLOAD ( 30' X 60')
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INTRODUCTION FOR STAAD PRO
We have given load calculation for the building if you have any doubt join us in below-given link and you can contact us. The building size is ( 30' x 60').
COMPARE THE PLAN WITH STAAD FILE FOR DESIGN
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| STAAD PRO FILE |
LOAD CALCULATION FOR STAAD PRO
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
265 TO 267 269 TO 271 281 TO 283 293 TO 295 301 TO 303 309 TO 311 354 355 -
358 361 363 365 PRIS YD 0.23 ZD 0.3
261 TO 263 273 TO 275 305 TO 307 313 TO 315 317 TO 319 321 TO 323 325 TO 327 -
329 TO 331 333 TO 335 337 TO 339 341 TO 343 349 TO 353 356 364 366 TO 372 -
373 PRIS YD 0.3 ZD 0.23
77 TO 168 215 TO 260 345 TO 348 415 TO 417 PRIS YD 0.38 ZD 0.23
277 TO 279 289 TO 291 357 360 PRIS YD 0.23 ZD 0.34
285 TO 287 297 TO 299 359 362 PRIS YD 0.34 ZD 0.23
UNIT METER MTON
MEMBER PROPERTY AMERICAN
374 TO 414 PRIS YD 0.3 ZD 0.23
UNIT METER KN
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 TO 5 11 16 18 23 24 26 31 32 34 TO 36 38 TO 41 43 44 FIXED
LOAD 1 LOADTYPE None TITLE LOAD CASE 1
SELFWEIGHT Y -1
MEMBER LOAD
77 TO 81 84 86 90 91 93 TO 96 98 TO 101 104 TO 108 110 TO 116 118 TO 121 123 -
124 TO 127 130 132 136 137 139 TO 142 144 TO 147 150 TO 154 156 TO 162 164 -
165 TO 167 374 TO 378 380 381 385 386 388 TO 395 397 TO 408 410 TO 412 -
413 UNI GY -11
83 87 88 122 129 133 134 168 UNI GY -6
92 97 103 109 117 138 143 149 155 163 215 216 230 232 234 235 240 241 244 -
246 247 251 254 255 345 TO 348 415 UNI GY -4
229 231 256 257 UNI GY -10
FLOOR LOAD
YRANGE 3 20 FLOAD -6.25 GY
LOAD 2 LOADTYPE None TITLE LOAD CASE 2
REPEAT LOAD
1 1.5
PDELTA ANALYSIS SMALLDELTA
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 40 MEMB 261 TO 263 265 TO 267 269 TO 271 273 TO 275 277 TO 279 -
281 TO 283 285 TO 287 289 TO 291 293 TO 295 297 TO 299 301 TO 303 -
305 TO 307 309 TO 311 313 TO 315 317 TO 319 321 TO 323 325 TO 327 -
329 TO 331 333 TO 335 337 TO 339 341 TO 343 349 TO 373
CLEAR 30 MEMB 77 TO 168 215 TO 260 345 TO 348 374 TO 415
FC 20 ALL
FYMAIN 500 ALL
FYSEC 500 ALL
DESIGN BEAM 77 TO 168 215 TO 260 345 TO 348 374 TO 415
DESIGN COLUMN 261 TO 263 265 TO 267 269 TO 271 273 TO 275 277 TO 279 -
281 TO 283 285 TO 287 289 TO 291 293 TO 295 297 TO 299 301 TO 303 -
305 TO 307 309 TO 311 313 TO 315 317 TO 319 321 TO 323 325 TO 327 -
329 TO 331 333 TO 335 337 TO 339 341 TO 343 349 TO 373
END CONCRETE DESIGN
UNIT METER MTON
LOAD LIST 1
PRINT SUPPORT REACTION
FINISH
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QUIZ PRACTICE
RCC
RCC-1 -Click here
RCC-2- Click here
𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘
SOM/MOS
𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘
𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘
𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘𐩘
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
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