STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Mar-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 10.6 10.2 0; 2 19.6 10.2 0; 3 19.6 13 0; 4 10.6 13 0; 5 15.1 13.9 0;
8 15.1 13 0; 9 16.5807 13.6039 0; 11 18.1 13 0; 14 13.6 13 0; 16 12.1 13 0;
17 16.5807 13 0; 18 12.1 13.3 0; 19 13.6 13.6 0; 20 18.1 13.3 0;
21 10.6 10.2 -3; 22 19.6 10.2 -3; 23 19.6 13 -3; 24 10.6 13 -3;
25 15.1 13.9 -3; 28 15.1 13 -3; 29 16.5807 13.6039 -3; 30 18.1 13 -3;
31 13.6 13 -3; 32 12.1 13 -3; 33 16.5807 13 -3; 34 12.1 13.3 -3;
35 13.6 13.6 -3; 36 18.1 13.3 -3; 181 15.2961 13.8608 0; 182 16.2767 13.6647 0;
183 17.2573 13.4685 0; 184 18.2379 13.2724 0; 185 19.2184 13.0763 0;
186 14.9039 13.8608 0; 187 13.9233 13.6647 0; 188 12.9427 13.4685 0;
189 11.9621 13.2724 0; 190 10.9816 13.0763 0; 291 19.2184 13.0763 -3;
292 18.2379 13.2724 -3; 293 17.2573 13.4685 -3; 294 16.2767 13.6647 -3;
295 15.2961 13.8608 -3; 296 10.9816 13.0763 -3; 297 11.9621 13.2724 -3;
298 12.9427 13.4685 -3; 299 13.9233 13.6647 -3; 300 14.9039 13.8608 -3;
MEMBER INCIDENCES
2 2 3; 3 3 11; 4 4 1; 5 5 181; 6 5 186; 8 5 8; 10 8 9; 12 11 20; 18 9 17;
25 19 14; 26 18 16; 27 8 19; 28 19 16; 29 9 11; 30 22 23; 31 23 30; 32 24 21;
33 25 295; 34 25 300; 36 25 28; 38 28 29; 40 30 36; 44 29 33; 50 35 31;
51 34 32; 52 28 35; 53 35 32; 54 29 30; 291 181 295; 293 182 294; 295 183 293;
297 184 292; 299 185 291; 301 3 23; 303 186 300; 305 187 299; 307 188 298;
309 189 297; 311 190 296; 312 4 24; 313 16 4; 314 14 16; 315 8 14; 316 17 8;
317 11 17; 318 185 3; 319 184 185; 320 20 184; 321 183 20; 322 9 183;
323 182 9; 324 181 182; 325 190 4; 326 189 190; 327 18 189; 328 188 18;
329 19 188; 330 187 19; 331 186 187; 332 32 24; 333 31 32; 334 28 31;
335 33 28; 336 30 33; 337 291 23; 338 292 291; 339 36 292; 340 293 36;
341 29 293; 342 294 29; 343 295 294; 344 296 24; 345 297 296; 346 34 297;
347 298 34; 348 35 298; 349 299 35; 350 300 299;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
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
291 299 301 303 311 -
312 PRIS AX 0.0006575 IY 5.36e-007 IZ 3.23e-006 YD 0.18 ZD 0.057
293 295 297 305 307 -
309 PRIS AX 0.0004968 IX 8.89668e-006 IY 4.149e-007 IZ 2.459e-006 -
YD 0.18 ZD 0.057
MEMBER PROPERTY TATASTRUCTURA
3 5 6 31 33 34 313 TO 350 TABLE ST 150X150X4.0SHS
8 10 12 18 25 TO 29 36 38 40 44 50 TO 54 TABLE ST 50X50X3.6SHS
MEMBER PROPERTY
2 4 30 32 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL STEEL MEMB 3 5 6 8 10 12 18 25 TO 29 31 33 34 36 38 40 44 50 TO 54 -
291 293 295 297 299 301 303 305 307 309 311 TO 350
MATERIAL CONCRETE MEMB 2 4 30 32
SUPPORTS
1 2 21 22 PINNED
DEFINE WIND LOAD
TYPE 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 50.000 M/SEC 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 40.000 FT 30.000 FT 25.000 FT 2.000 0.010 0 -
0 0 0 0 1.044 1.000 1.150 0.850 0 -
0 0 0 0.879 0.800 0.550
!> END GENERATED DATA BLOCK
INT 1.75467 1.75467 1.77767 1.79869 1.81809 1.83611 1.85296 1.86881 1.88377 -
 1.89796 1.91145 1.92433 1.93664 1.94845 1.95979 HEIG  0  4.572  5.15815 -
 5.74431  6.33046  6.91662  7.50277  8.08892  8.67508  9.26123  9.84739 -
 10.4335  11.0197  11.6059  12.192
EXP 1 JOINT 1 TO 5 8 9 11 14 16 TO 25 28 TO 36 181 TO 190 291 TO 300
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LL
MEMBER LOAD
291 293 295 297 299 301 303 305 307 309 311 312 UNI GY -1
LOAD 3 LOADTYPE Wind  TITLE WX+
WIND LOAD X 1 TYPE 1
LOAD 4 LOADTYPE Wind  TITLE WX-
WIND LOAD X -1 TYPE 1
LOAD 5 LOADTYPE Wind  TITLE WZ+
WIND LOAD Z 1 TYPE 1
LOAD 6 LOADTYPE Wind  TITLE WZ-
WIND LOAD Z -1 TYPE 1
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 3 1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.2 2 1.2 4 1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 1.2 2 1.2 5 1.2 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
1 1.2 2 1.2 6 1.2 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
1 1.2 2 1.2 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
1 1.5 3 1.5 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
1 1.5 4 1.5 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
1 1.5 5 1.5 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
1 1.5 6 1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
1 1.5 
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
1 0.9 
PERFORM ANALYSIS
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
!> END GENERATED DATA BLOCK
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
!> END GENERATED DATA BLOCK
PARAMETER 1
CODE INDIAN
FYLD 310000 MEMB 3 5 6 8 10 12 18 25 TO 29 31 33 34 36 38 40 44 50 TO 54 291 -
293 295 297 299 301 303 305 307 309 311 TO 350
TRACK 1 MEMB 3 5 6 8 10 12 18 25 TO 29 31 33 34 36 38 40 44 50 TO 54 291 293 -
295 297 299 301 303 305 307 309 311 TO 350
CHECK CODE ALL
PARAMETER 2
CODE INDIAN
STEEL MEMBER TAKE OFF ALL
FINISH
