staad pro v8i torrent | STAAD FILE FOR AUDITORIUM BUILDING DOWNLOAD

staad pro v8i torrent | STAAD FILE FOR AUDITORIUM BUILDING DOWNLOAD

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staad pro v8i torrent 

LOAD CALCULATION FOR STAAD PRO BUILDING

..
Live Load
Floor Slab Load			600	kg/m2
Toilet Slab Load			400	kg/m2
Roof Slab Load			300	kg/m2
Dead Load
Floor Slab Load
*Self Weight	0.17	2500	425
*Floor Finish			200
			625	kg/m2
Sunken Slab Load
*Self Weight	0.15	2500	375
*Filling	0.6	1900	1140
*Partition & Floor Finish			200
			1715	kg/m2
Roof Slab Load
*Self Weight	0.15	2500	375	kg/m2
*Extra Loads
*Steps			250	kg/m2
*Green Roof	0.4	2600	1040	kg/m2
*Truss Load			10000	kg
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

STAAD INPUT FILE

DEFINE MATERIAL START

ISOTROPIC CONCRETE

E 2.21467e+009

POISSON 0.17

DENSITY 2402.62

ALPHA 1e-005

DAMP 0.05

ISOTROPIC STEEL

E 2.09042e+010

POISSON 0.3

DENSITY 7833.41

ALPHA 1.2e-005

DAMP 0.03

TYPE STEEL

STRENGTH FY 2.58192e+007 FU 4.1584e+007 RY 1.5 RT 1.2

END DEFINE MATERIAL

MEMBER PROPERTY INDIAN

*COLUMN

1 TO 16 69 70 79 80 89 90 99 100 109 110 163 TO 178 PRIS YD 0.23 ZD 0.23

17 TO 20 65 TO 68 71 TO 78 81 TO 88 91 TO 98 101 TO 108 111 TO 114 -

159 TO 162 PRIS YD 0.3 ZD 0.3

21 TO 64 115 TO 158 PRIS YD 0.3 ZD 0.45

*BEAM

201 TO 382 PRIS YD 0.38 ZD 0.23

MEMBER PROPERTY INDIAN

*STEEL

901 TO 1003 TABLE ST PIP603M

CONSTANTS

MATERIAL CONCRETE MEMB 1 TO 178 201 TO 382

MATERIAL STEEL MEMB 901 TO 1003

SUPPORTS

1 TO 5 41 TO 45 228 229 238 239 248 249 258 259 268 269 278 279 288 289 298 -

299 404 412 420 424 427 432 440 444 FIXED

489 490 501 506 514 518 TO 520 523 525 528 530 TO 535 541 543 545 547 549 -

551 553 555 557 559 561 TO 565 571 573 575 577 579 581 583 585 587 -

589 PINNED

*MEMBER RELEASE

*901 TO 912 924 947 959 971 TO 981 START MX MY MZ

*923 935 958 970 END MX MY MZ

MEMBER TRUSS 

901 TO 1003

DEFINE WIND LOAD

TYPE 1

INT 150 HEIG  8.25

EXP 1 YR 1.7 8.25 

LOAD 1 DL LL

SELFWEIGHT Y -1 

MEMBER LOAD

201 TO 239 269 283 298 313 315 TO 348 UNI GY -1325

349 TO 372 UNI GY -700

375 380 UNI GY -800

374 376 379 381 UNI GY -600

373 377 378 382 UNI GY -400

JOINT LOAD

106 112 118 124 130 136 231 233 241 243 251 253 261 263 271 273 281 283 291 -

293 FY -11000

142 148 301 303 FY -5500

*106 112 118 130 142 154 FZ 140

LOAD 10 FLOOR & BRICK COMB

REPEAT LOAD

1 1.5 

LOAD 11 WL IN -X

REPEAT LOAD

1 1.2 

WIND LOAD X -1.2 TYPE 1 YR 1.7 8.25

LOAD 12 WL IN X

REPEAT LOAD

1 1.2 

WIND LOAD X 1.2 TYPE 1 YR 1.7 8.25

LOAD 13 WL IN Z

REPEAT LOAD

1 1.2 

WIND LOAD Z 1.2 TYPE 1 YR 1.7 8.25

LOAD 14 WL IN -Z

REPEAT LOAD

1 1.2 

WIND LOAD Z -1.2 TYPE 1 YR 1.7 8.25

PDELTA ANALYSIS SMALLDELTA

LOAD LIST 10 TO 14

START CONCRETE DESIGN

CODE INDIAN

UNIT MMS NEWTON

FYMAIN 500 ALL

FYSEC 500 ALL

FC 20 ALL

CLEAR 40 MEMB 1 TO 178

CLEAR 30 MEMB 201 TO 382

*RATIO 5 MEMB 80 81 85 89 TO 91 95 99

*ELY 5 MEMB 1 5 9 13 17 21 25 29 33

*ELZ 1 MEMB 1 5 9 13 17 21 25 29 33

DESIGN COLUMN 1 TO 178

TORSION 1 MEMB 201 TO 382

DESIGN BEAM 201 TO 382

END CONCRETE DESIGN

UNIT METER KG

LOAD LIST 1

PRINT SUPPORT REACTION

FINISH

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