STAAD PRO BUILDING DESIGN| STAAD PRO | BENTELY STAAD PRO
STAAD PRO BUILDING DESIGN| STAAD PRO | BENTELY STAAD PRO
INTRODUCTION STAAD PRO BUILDING DESIGN
In this post, we have provided staad pro file for the clinic building. Download the staad pro file and make use of it.
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We have given load calculation for the building if you have any doubt join us in below-given link and you can contact us
COMPARE THE PLAN WITH STAAD PRO FILE
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| STAAD PRO BUILDING DESIGN |
LOAD CALCULATION FOR STAAD PRO BUILDING DESIGN
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 AMERICAN
200 TO 207 209 TO 233 300 TO 305 312 TO 328 400 TO 405 412 TO 428 500 TO 505 -
512 TO 528 600 TO 609 PRIS YD 0.43 ZD 0.23
7 TO 36 PRIS YD 0.38 ZD 0.23
100 TO 105 107 TO 122 610 PRIS YD 0.45 ZD 0.23
MEMBER PROPERTY AMERICAN
306 TO 311 406 TO 411 506 TO 511 PRIS YD 0.5 ZD 0.3
MEMBER PROPERTY AMERICAN
37 TO 41 44 TO 48 53 TO 57 PRIS YD 0.3 ZD 0.45
58 TO 62 PRIS YD 0.45 ZD 0.3
1 TO 6 PRIS YD 0.23 ZD 0.23
49 TO 52 PRIS YD 0.23 ZD 0.38
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 9 TO 13 PINNED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE None TITLE REF LOAD CASE 1 (LIVE)
FLOOR LOAD
YRANGE 5 12 FLOAD -250 GY
FLOOR LOAD
YRANGE 14 18 FLOAD -150 GY
LOAD R2 LOADTYPE None TITLE REF LOAD CASE 2 (DEAD)
SELFWEIGHT Y -1
MEMBER LOAD
100 TO 104 110 TO 115 117 TO 122 UNI GY -1300
610 UNI GY -1300 -1.19209e-007 3.3
105 UNI GY -1300 0 0.9
200 TO 206 209 213 TO 215 217 TO 220 222 TO 224 230 TO 233 300 TO 311 313 -
314 TO 316 318 319 325 TO 328 400 TO 411 413 TO 416 418 419 425 TO 427 -
428 UNI GY -1210
207 UNI GY -1210 0.35 4.55
207 UNI GY -1210 0 0.35
216 221 229 312 317 324 412 417 424 511 512 514 TO 517 524 526 TO 528 600 -
601 TO 606 609 UNI GY -400
500 TO 505 513 525 UNI GY -1030
FLOOR LOAD
YRANGE 5 12 FLOAD -475 GY
YRANGE 5 12 FLOAD -600 XRANGE 0 1.75 ZRANGE 5.4 10.2 GY
YRANGE 14 18 FLOAD -675 GY
END DEFINE REFERENCE LOADS
DEFINE WIND LOAD
TYPE 1
INT 100 HEIG 17.4
EXP 1 YR 0 17.4
LOAD 5 LIVE LOAD
REFERENCE LOAD
R1 1.0
LOAD 6 DEAD LOAD
REFERENCE LOAD
R2 1.0
LOAD 10 FLOOR & BRICK COMB
REPEAT LOAD
5 1.5 6 1.5
LOAD 11 LOADTYPE None TITLE WL IN X
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD X 1.2 TYPE 1 YR 0 17.4
LOAD 12 LOADTYPE None TITLE WL IN -X
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD X -1.2 TYPE 1 YR 0 17.4
LOAD 13 WL IN Z
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD Z 1.2 TYPE 1 YR 0 17.4
LOAD 14 WL IN -Z
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD Z -1.2 TYPE 1 YR 0 17.4
PDELTA ANALYSIS SMALLDELTA
LOAD LIST 10 TO 14
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 30 MEMB 1 TO 41 44 TO 62
CLEAR 25 MEMB 100 TO 104 107 TO 122 200 TO 206 207 209 TO 233 300 TO 328 -
400 TO 428 500 TO 528 600 TO 609 610
FYMAIN 500 ALL
FYSEC 500 ALL
FC 20 ALL
DESIGN COLUMN 1 TO 41 44 TO 62
TORSION 1 MEMB 100 TO 104 107 TO 122 200 TO 206 207 209 TO 233 300 TO 328 400 -
401 TO 428 500 TO 528 600 TO 609 610
DESIGN BEAM 100 TO 104 107 TO 122 200 TO 206 207 209 TO 233 300 TO 328 -
400 TO 428 500 TO 528 600 TO 609 610
END CONCRETE DESIGN
LOAD LIST 10
UNIT METER MTON
PRINT SUPPORT REACTION
UNIT METER KG
PRINT SUPPORT REACTION
FINISH
DOWNLOAD STAAD PRO BUILDING DESIGN
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
COMMENTS