WHAT IS THE MEANING OF SHEAR DESIGN RESULTS IN CONCRETE BEAM DESIGN ACCORDING  TO  IS 456-2000

WHAT IS THE MEANING OF SECTION CAPACITY IN COLUMN DESIGN AS PER IS-456-2000

To get the maximum and minimum bending moment in a beam i wrote a code as follows:

Private Sub CommandButton2_Click()
Dim OpenSTAAD As Object
Set objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD")
Dim lMemberNo As Long
Dim lEnd As Long
Dim lLoadcase As Long
Dim dForceArray(6) As Double
Dim NOM As Integer
Dim NOLC As Integer
Dim sDir As String
Dim Dmin As Double
Dim Dminpos As Double
Dim Dmax As Double
Dim Dmaxpos As Double
Dim dlength As Long
Dim lForceArray(6) As Double
NOLC1 = Cells(1, 2)
NOLC2 = Cells(1, 3)
NOM = Cells(1, 1)
sDir = Mz
For i = 1 To NOM
lMemberNo = Cells(2 + i, 1)
Cells(4 + (i - 1) * NOLC1, 23) = lMemberNo
Next i
'ULS
For i = 1 To NOM
For j = 1 To NOLC1
lLoadcase = Cells(2 + j, 2)
Cells(3 + j + (i - 1) * NOLC1, 25) = lLoadcase
Next j
Next i
For i = 1 To NOM
lMemberNo = Cells(2 + i, 1)
For j = 1 To NOLC1
lLoadcase = Cells(2 + j, 2)
objOpenSTAAD.Output.GetIntermediateMemberForcesAtDistance lMemberNo, 0.642, lLoadcase, lForceArray
Cells((3 + j) + (i - 1) * NOLC1, 24) = lForceArray(5)
Next j
For j = 1 To NOLC1
lLoadcase = Cells(2 + j, 2)
objOpenSTAAD.Output.GetMinMaxBendingMoment lMemberNo, sDir, lLoadcase, Dmin, Dminpos, Dmax, Dmaxpos
Cells((3 + j) + (i - 1) * NOLC1, 27) = Dmax
Next j
Next i
Set objOpenSTAAD = Nothing
End Sub

But I'm getting the very small values (E-206) for Maximum moments.

Can anyone point out the error in the above code...!

We have designed a steel structure in STAAD.pro with general section having plastic section modulus (pz) as 0. But staad is calculating a Design Bending strength (Mdz) which we can't figure out.

STAAD input is pasted below..Please refer to design output of Memb No. 1133. (We have tested in dif. version of staad having different value of Mdz)

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Jun-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER MTON
JOINT COORDINATES
1 -4.972 0 0; 2 3.425 0 0; 3 3.425 3.604 0; 5 0 4.972 0; 6 -4.94476 0.519716 0;
7 -4.86335 1.03374 0; 8 -4.72865 1.53643 0; 9 -4.54215 2.02229 0;
10 -4.30588 2.486 0; 11 -4.02243 2.92247 0; 12 -3.69492 3.32692 0;
13 -3.32692 3.69492 0; 14 -2.92247 4.02243 0; 15 -2.486 4.30588 0;
16 -2.02229 4.54215 0; 17 -1.53643 4.72865 0; 18 -1.03374 4.86335 0;
19 -0.519716 4.94476 0; 20 0.519716 4.94476 0; 21 1.03374 4.86335 0;
22 1.53643 4.72865 0; 23 2.02229 4.54215 0; 24 2.486 4.30588 0;
25 2.92247 4.02243 0; 26 3.32692 3.69492 0; 35 -4.972 0 0.696;
36 -4.94476 0.519716 0.696; 37 -4.86335 1.03374 0.696;
38 -4.72865 1.53643 0.696; 39 -4.54215 2.02229 0.696; 40 -4.30588 2.486 0.696;
41 -4.02243 2.92247 0.696; 42 -3.69492 3.32692 0.696;
43 -3.32692 3.69492 0.696; 44 -2.92247 4.02243 0.696; 45 -2.486 4.30588 0.696;
46 -2.02229 4.54215 0.696; 47 -1.53643 4.72865 0.696;
48 -1.03374 4.86335 0.696; 49 -0.519716 4.94476 0.696; 50 0 4.972 0.696;
51 0.519716 4.94476 0.696; 52 1.03374 4.86335 0.696; 53 1.53643 4.72865 0.696;
54 2.02229 4.54215 0.696; 55 2.486 4.30588 0.696; 56 2.92247 4.02243 0.696;
57 3.32692 3.69492 0.696; 66 -4.972 0 1.666; 67 -4.94476 0.519716 1.666;
68 -4.86335 1.03374 1.666; 69 -4.72865 1.53643 1.666;
70 -4.54215 2.02229 1.666; 71 -4.30588 2.486 1.666; 72 -4.02243 2.92247 1.666;
73 -3.69492 3.32692 1.666; 74 -3.32692 3.69492 1.666;
75 -2.92247 4.02243 1.666; 76 -2.486 4.30588 1.666; 77 -2.02229 4.54215 1.666;
78 -1.53643 4.72865 1.666; 79 -1.03374 4.86335 1.666;
80 -0.519716 4.94476 1.666; 81 0 4.972 1.666; 82 0.519716 4.94476 1.666;
83 1.03374 4.86335 1.666; 84 1.53643 4.72865 1.666; 85 2.02229 4.54215 1.666;
86 2.486 4.30588 1.666; 87 2.92247 4.02243 1.666; 88 3.32692 3.69492 1.666;
97 -4.972 0 2.87; 98 -4.94476 0.519716 2.87; 99 -4.86335 1.03374 2.87;
100 -4.72865 1.53643 2.87; 101 -4.54215 2.02229 2.87; 102 -4.30588 2.486 2.87;
103 -4.02243 2.92247 2.87; 104 -3.69492 3.32692 2.87;
105 -3.32692 3.69492 2.87; 106 -2.92247 4.02243 2.87; 107 -2.486 4.30588 2.87;
108 -2.02229 4.54215 2.87; 109 -1.53643 4.72865 2.87;
110 -1.03374 4.86335 2.87; 111 -0.519716 4.94476 2.87; 112 0 4.972 2.87;
113 0.519716 4.94476 2.87; 114 1.03374 4.86335 2.87; 115 1.53643 4.72865 2.87;
116 2.02229 4.54215 2.87; 117 2.486 4.30588 2.87; 118 2.92247 4.02243 2.87;
119 3.32692 3.69492 2.87; 128 -4.972 0 3.472; 129 -4.94476 0.519716 3.472;
130 -4.86335 1.03374 3.472; 131 -4.72865 1.53643 3.472;
132 -4.54215 2.02229 3.472; 133 -4.30588 2.486 3.472;
134 -4.02243 2.92247 3.472; 135 -3.69492 3.32692 3.472;
136 -3.32692 3.69492 3.472; 137 -2.92247 4.02243 3.472;
138 -2.486 4.30588 3.472; 139 -2.02229 4.54215 3.472;
140 -1.53643 4.72865 3.472; 141 -1.03374 4.86335 3.472;
142 -0.519716 4.94476 3.472; 143 0 4.972 3.472; 144 0.519716 4.94476 3.472;
145 1.03374 4.86335 3.472; 146 1.53643 4.72865 3.472;
147 2.02229 4.54215 3.472; 148 2.486 4.30588 3.472; 149 2.92247 4.02243 3.472;
150 3.32692 3.69492 3.472; 159 -4.972 0 4.676; 160 -4.94476 0.519716 4.676;
161 -4.86335 1.03374 4.676; 162 -4.72865 1.53643 4.676;
163 -4.54215 2.02229 4.676; 164 -4.30588 2.486 4.676;
165 -4.02243 2.92247 4.676; 166 -3.69492 3.32692 4.676;
167 -3.32692 3.69492 4.676; 168 -2.92247 4.02243 4.676;
169 -2.486 4.30588 4.676; 170 -2.02229 4.54215 4.676;
171 -1.53643 4.72865 4.676; 172 -1.03374 4.86335 4.676;
173 -0.519716 4.94476 4.676; 174 0 4.972 4.676; 175 0.519716 4.94476 4.676;
176 1.03374 4.86335 4.676; 177 1.53643 4.72865 4.676;
178 2.02229 4.54215 4.676; 179 2.486 4.30588 4.676; 180 2.92247 4.02243 4.676;
181 3.32692 3.69492 4.676; 190 -4.972 0 5.278; 191 -4.94476 0.519716 5.278;
192 -4.86335 1.03374 5.278; 193 -4.72865 1.53643 5.278;
194 -4.54215 2.02229 5.278; 195 -4.30588 2.486 5.278;
196 -4.02243 2.92247 5.278; 197 -3.69492 3.32692 5.278;
198 -3.32692 3.69492 5.278; 199 -2.92247 4.02243 5.278;
200 -2.486 4.30588 5.278; 201 -2.02229 4.54215 5.278;
202 -1.53643 4.72865 5.278; 203 -1.03374 4.86335 5.278;
204 -0.519716 4.94476 5.278; 205 0 4.972 5.278; 206 0.519716 4.94476 5.278;
207 1.03374 4.86335 5.278; 208 1.53643 4.72865 5.278;
209 2.02229 4.54215 5.278; 210 2.486 4.30588 5.278; 211 2.92247 4.02243 5.278;
212 3.32692 3.69492 5.278; 221 -4.972 0 6.482; 222 -4.94476 0.519716 6.482;
223 -4.86335 1.03374 6.482; 224 -4.72865 1.53643 6.482;
225 -4.54215 2.02229 6.482; 226 -4.30588 2.486 6.482;
227 -4.02243 2.92247 6.482; 228 -3.69492 3.32692 6.482;
229 -3.32692 3.69492 6.482; 230 -2.92247 4.02243 6.482;
231 -2.486 4.30588 6.482; 232 -2.02229 4.54215 6.482;
233 -1.53643 4.72865 6.482; 234 -1.03374 4.86335 6.482;
235 -0.519716 4.94476 6.482; 236 0 4.972 6.482; 237 0.519716 4.94476 6.482;
238 1.03374 4.86335 6.482; 239 1.53643 4.72865 6.482;
240 2.02229 4.54215 6.482; 241 2.486 4.30588 6.482; 242 2.92247 4.02243 6.482;
243 3.32692 3.69492 6.482; 252 -4.972 0 7.084; 253 -4.94476 0.519716 7.084;
254 -4.86335 1.03374 7.084; 255 -4.72865 1.53643 7.084;
256 -4.54215 2.02229 7.084; 257 -4.30588 2.486 7.084;
258 -4.02243 2.92247 7.084; 259 -3.69492 3.32692 7.084;
260 -3.32692 3.69492 7.084; 261 -2.92247 4.02243 7.084;
262 -2.486 4.30588 7.084; 263 -2.02229 4.54215 7.084;
264 -1.53643 4.72865 7.084; 265 -1.03374 4.86335 7.084;
266 -0.519716 4.94476 7.084; 267 0 4.972 7.084; 268 0.519716 4.94476 7.084;
269 1.03374 4.86335 7.084; 270 1.53643 4.72865 7.084;
271 2.02229 4.54215 7.084; 272 2.486 4.30588 7.084; 273 2.92247 4.02243 7.084;
274 3.32692 3.69492 7.084; 283 -4.972 0 8.1; 284 -4.94476 0.519716 8.1;
285 -4.86335 1.03374 8.1; 286 -4.72865 1.53643 8.1; 287 -4.54215 2.02229 8.1;
288 -4.30588 2.486 8.1; 289 -4.02243 2.92247 8.1; 290 -3.69492 3.32692 8.1;
291 -3.32692 3.69492 8.1; 292 -2.92247 4.02243 8.1; 293 -2.486 4.30588 8.1;
294 -2.02229 4.54215 8.1; 295 -1.53643 4.72865 8.1; 296 -1.03374 4.86335 8.1;
297 -0.519716 4.94476 8.1; 298 0 4.972 8.1; 299 0.519716 4.94476 8.1;
300 1.03374 4.86335 8.1; 301 1.53643 4.72865 8.1; 302 2.02229 4.54215 8.1;
303 2.486 4.30588 8.1; 304 2.92247 4.02243 8.1; 305 3.32692 3.69492 8.1;
322 -3.32692 3.69492 9.191; 323 -2.92247 4.02243 9.191;
324 -2.486 4.30588 9.191; 325 -2.02229 4.54215 9.191;
326 -1.53643 4.72865 9.191; 327 -1.03374 4.86335 9.191;
328 -0.519716 4.94476 9.191; 329 0 4.972 9.191; 330 0.519716 4.94476 9.191;
331 1.03374 4.86335 9.191; 332 1.53643 4.72865 9.191;
333 2.02229 4.54215 9.191; 334 2.486 4.30588 9.191; 335 2.92247 4.02243 9.191;
336 3.32692 3.69492 9.191; 337 3.69492 3.32692 9.191;
338 4.02243 2.92247 9.191; 339 4.30588 2.486 9.191; 340 4.54215 2.02229 9.191;
341 4.72865 1.53643 9.191; 342 4.86335 1.03374 9.191;
343 4.94476 0.519716 9.191; 344 4.972 0 9.191; 353 -3.32692 3.69492 10.094;
354 -2.92247 4.02243 10.094; 355 -2.486 4.30588 10.094;
356 -2.02229 4.54215 10.094; 357 -1.53643 4.72865 10.094;
358 -1.03374 4.86335 10.094; 359 -0.519716 4.94476 10.094; 360 0 4.972 10.094;
361 0.519716 4.94476 10.094; 362 1.03374 4.86335 10.094;
363 1.53643 4.72865 10.094; 364 2.02229 4.54215 10.094;
365 2.486 4.30588 10.094; 366 2.92247 4.02243 10.094;
367 3.32692 3.69492 10.094; 368 3.69492 3.32692 10.094;
369 4.02243 2.92247 10.094; 370 4.30588 2.486 10.094;
371 4.54215 2.02229 10.094; 372 4.72865 1.53643 10.094;
373 4.86335 1.03374 10.094; 374 4.94476 0.519716 10.094; 375 4.972 0 10.094;
384 -3.32692 3.69492 11.298; 385 -2.92247 4.02243 11.298;
386 -2.486 4.30588 11.298; 387 -2.02229 4.54215 11.298;
388 -1.53643 4.72865 11.298; 389 -1.03374 4.86335 11.298;
390 -0.519716 4.94476 11.298; 391 0 4.972 11.298; 392 0.519716 4.94476 11.298;
393 1.03374 4.86335 11.298; 394 1.53643 4.72865 11.298;
395 2.02229 4.54215 11.298; 396 2.486 4.30588 11.298;
397 2.92247 4.02243 11.298; 398 3.32692 3.69492 11.298;
399 3.69492 3.32692 11.298; 400 4.02243 2.92247 11.298;
401 4.30588 2.486 11.298; 402 4.54215 2.02229 11.298;
403 4.72865 1.53643 11.298; 404 4.86335 1.03374 11.298;
405 4.94476 0.519716 11.298; 406 4.972 0 11.298; 415 -3.32692 3.69492 12.502;
416 -2.92247 4.02243 12.502; 417 -2.486 4.30588 12.502;
418 -2.02229 4.54215 12.502; 419 -1.53643 4.72865 12.502;
420 -1.03374 4.86335 12.502; 421 -0.519716 4.94476 12.502; 422 0 4.972 12.502;
423 0.519716 4.94476 12.502; 424 1.03374 4.86335 12.502;
425 1.53643 4.72865 12.502; 426 2.02229 4.54215 12.502;
427 2.486 4.30588 12.502; 428 2.92247 4.02243 12.502;
429 3.32692 3.69492 12.502; 430 3.69492 3.32692 12.502;
431 4.02243 2.92247 12.502; 432 4.30588 2.486 12.502;
433 4.54215 2.02229 12.502; 434 4.72865 1.53643 12.502;
435 4.86335 1.03374 12.502; 436 4.94476 0.519716 12.502; 437 4.972 0 12.502;
446 -3.32692 3.69492 13.706; 447 -2.92247 4.02243 13.706;
448 -2.486 4.30588 13.706; 449 -2.02229 4.54215 13.706;
450 -1.53643 4.72865 13.706; 451 -1.03374 4.86335 13.706;
452 -0.519716 4.94476 13.706; 453 0 4.972 13.706; 454 0.519716 4.94476 13.706;
455 1.03374 4.86335 13.706; 456 1.53643 4.72865 13.706;
457 2.02229 4.54215 13.706; 458 2.486 4.30588 13.706;
459 2.92247 4.02243 13.706; 460 3.32692 3.69492 13.706;
461 3.69492 3.32692 13.706; 462 4.02243 2.92247 13.706;
477 -3.32692 3.69492 14.91; 478 -2.92247 4.02243 14.91;
479 -2.486 4.30588 14.91; 480 -2.02229 4.54215 14.91;
481 -1.53643 4.72865 14.91; 482 -1.03374 4.86335 14.91;
483 -0.519716 4.94476 14.91; 484 0 4.972 14.91; 485 0.519716 4.94476 14.91;
486 1.03374 4.86335 14.91; 487 1.53643 4.72865 14.91;
488 2.02229 4.54215 14.91; 489 2.486 4.30588 14.91; 490 2.92247 4.02243 14.91;
491 3.32692 3.69492 14.91; 492 3.69492 3.32692 14.91;
493 4.02243 2.92247 14.91; 494 4.30588 2.486 14.91; 495 4.54215 2.02229 14.91;
496 4.72865 1.53643 14.91; 497 4.86335 1.03374 14.91;
498 4.94476 0.519716 14.91; 499 4.972 0 14.91; 508 -3.32692 3.69492 15.71;
509 -2.92247 4.02243 15.71; 510 -2.486 4.30588 15.71;
511 -2.02229 4.54215 15.71; 512 -1.53643 4.72865 15.71;
513 -1.03374 4.86335 15.71; 514 -0.519716 4.94476 15.71; 515 0 4.972 15.71;
516 0.519716 4.94476 15.71; 517 1.03374 4.86335 15.71;
518 1.53643 4.72865 15.71; 519 2.02229 4.54215 15.71; 520 2.486 4.30588 15.71;
521 2.92247 4.02243 15.71; 522 3.32692 3.69492 15.71;
523 3.69492 3.32692 15.71; 524 4.02243 2.92247 15.71; 525 4.30588 2.486 15.71;
526 4.54215 2.02229 15.71; 527 4.72865 1.53643 15.71;
528 4.86335 1.03374 15.71; 529 4.94476 0.519716 15.71; 530 4.972 0 15.71;
539 -3.32692 3.69492 16.51; 540 -2.92247 4.02243 16.51;
541 -2.486 4.30588 16.51; 542 -2.02229 4.54215 16.51;
543 -1.53643 4.72865 16.51; 544 -1.03374 4.86335 16.51;
545 -0.519716 4.94476 16.51; 546 0 4.972 16.51; 547 0.519716 4.94476 16.51;
548 1.03374 4.86335 16.51; 549 1.53643 4.72865 16.51;
550 2.02229 4.54215 16.51; 551 2.486 4.30588 16.51; 552 2.92247 4.02243 16.51;
553 3.32692 3.69492 16.51; 554 3.69492 3.32692 16.51;
555 4.02243 2.92247 16.51; 556 4.30588 2.486 16.51; 557 4.54215 2.02229 16.51;
558 4.72865 1.53643 16.51; 559 4.86335 1.03374 16.51;
560 4.94476 0.519716 16.51; 561 4.972 0 16.51; 570 -3.32692 3.69492 17.318;
571 -2.92247 4.02243 17.318; 572 -2.486 4.30588 17.318;
573 -2.02229 4.54215 17.318; 574 -1.53643 4.72865 17.318;
575 -1.03374 4.86335 17.318; 576 -0.519716 4.94476 17.318; 577 0 4.972 17.318;
578 0.519716 4.94476 17.318; 579 1.03374 4.86335 17.318;
580 1.53643 4.72865 17.318; 581 2.02229 4.54215 17.318;
582 2.486 4.30588 17.318; 583 2.92247 4.02243 17.318;
584 3.32692 3.69492 17.318; 585 3.69492 3.32692 17.318;
586 4.02243 2.92247 17.318; 587 4.30588 2.486 17.318;
588 4.54215 2.02229 17.318; 589 4.72865 1.53643 17.318;
590 4.86335 1.03374 17.318; 591 4.94476 0.519716 17.318; 592 4.972 0 17.318;
593 -4.972 0 18.522; 594 -4.94476 0.519716 18.522; 595 -4.86335 1.03374 18.522;
596 -4.72865 1.53643 18.522; 597 -4.54215 2.02229 18.522;
598 -4.30588 2.486 18.522; 599 -4.02243 2.92247 18.522;
600 -3.69492 3.32692 18.522; 601 -3.32692 3.69492 18.522;
602 -2.92247 4.02243 18.522; 603 -2.486 4.30588 18.522;
604 -2.02229 4.54215 18.522; 605 -1.53643 4.72865 18.522;
606 -1.03374 4.86335 18.522; 607 -0.519716 4.94476 18.522; 608 0 4.972 18.522;
609 0.519716 4.94476 18.522; 610 1.03374 4.86335 18.522;
611 1.53643 4.72865 18.522; 612 2.02229 4.54215 18.522;
613 2.486 4.30588 18.522; 614 2.92247 4.02243 18.522;
615 3.32692 3.69492 18.522; 616 3.69492 3.32692 18.522;
617 4.02243 2.92247 18.522; 618 4.30588 2.486 18.522;
619 4.54215 2.02229 18.522; 620 4.72865 1.53643 18.522;
621 4.86335 1.03374 18.522; 622 4.94476 0.519716 18.522; 623 4.972 0 18.522;
632 -3.32692 3.69492 19.124; 633 -2.92247 4.02243 19.124;
634 -2.486 4.30588 19.124; 635 -2.02229 4.54215 19.124;
636 -1.53643 4.72865 19.124; 637 -1.03374 4.86335 19.124;
638 -0.519716 4.94476 19.124; 639 0 4.972 19.124; 640 0.519716 4.94476 19.124;
641 1.03374 4.86335 19.124; 642 1.53643 4.72865 19.124;
643 2.02229 4.54215 19.124; 644 2.486 4.30588 19.124;
645 2.92247 4.02243 19.124; 646 3.32692 3.69492 19.124;
647 3.69492 3.32692 19.124; 648 4.02243 2.92247 19.124;
649 4.30588 2.486 19.124; 650 4.54215 2.02229 19.124;
651 4.72865 1.53643 19.124; 652 4.86335 1.03374 19.124;
653 4.94476 0.519716 19.124; 654 4.972 0 19.124; 655 -4.972 0 20.328;
656 -4.94476 0.519716 20.328; 657 -4.86335 1.03374 20.328;
658 -4.72865 1.53643 20.328; 659 -4.54215 2.02229 20.328;
660 -4.30588 2.486 20.328; 661 -4.02243 2.92247 20.328;
662 -3.69492 3.32692 20.328; 663 -3.32692 3.69492 20.328;
664 -2.92247 4.02243 20.328; 665 -2.486 4.30588 20.328;
666 -2.02229 4.54215 20.328; 667 -1.53643 4.72865 20.328;
668 -1.03374 4.86335 20.328; 669 -0.519716 4.94476 20.328; 670 0 4.972 20.328;
671 0.519716 4.94476 20.328; 672 1.03374 4.86335 20.328;
673 1.53643 4.72865 20.328; 674 2.02229 4.54215 20.328;
675 2.486 4.30588 20.328; 676 2.92247 4.02243 20.328;
677 3.32692 3.69492 20.328; 678 3.69492 3.32692 20.328;
679 4.02243 2.92247 20.328; 680 4.30588 2.486 20.328;
681 4.54215 2.02229 20.328; 682 4.72865 1.53643 20.328;
683 4.86335 1.03374 20.328; 684 4.94476 0.519716 20.328; 685 4.972 0 20.328;
686 -4.972 0 20.93; 687 -4.94476 0.519716 20.93; 688 -4.86335 1.03374 20.93;
689 -4.72865 1.53643 20.93; 690 -4.54215 2.02229 20.93;
691 -4.30588 2.486 20.93; 692 -4.02243 2.92247 20.93;
693 -3.69492 3.32692 20.93; 694 -3.32692 3.69492 20.93;
695 -2.92247 4.02243 20.93; 696 -2.486 4.30588 20.93;
697 -2.02229 4.54215 20.93; 698 -1.53643 4.72865 20.93;
699 -1.03374 4.86335 20.93; 700 -0.519716 4.94476 20.93; 701 0 4.972 20.93;
702 0.519716 4.94476 20.93; 703 1.03374 4.86335 20.93;
704 1.53643 4.72865 20.93; 705 2.02229 4.54215 20.93; 706 2.486 4.30588 20.93;
707 2.92247 4.02243 20.93; 708 3.32692 3.69492 20.93;
709 3.69492 3.32692 20.93; 710 4.02243 2.92247 20.93; 711 4.30588 2.486 20.93;
712 4.54215 2.02229 20.93; 713 4.72865 1.53643 20.93;
714 4.86335 1.03374 20.93; 715 4.94476 0.519716 20.93; 716 4.972 0 20.93;
717 -4.972 0 22.134; 718 -4.94476 0.519716 22.134; 719 -4.86335 1.03374 22.134;
720 -4.72865 1.53643 22.134; 721 -4.54215 2.02229 22.134;
722 -4.30588 2.486 22.134; 723 -4.02243 2.92247 22.134;
724 -3.69492 3.32692 22.134; 725 -3.32692 3.69492 22.134;
726 -2.92247 4.02243 22.134; 727 -2.486 4.30588 22.134;
728 -2.02229 4.54215 22.134; 729 -1.53643 4.72865 22.134;
730 -1.03374 4.86335 22.134; 731 -0.519716 4.94476 22.134; 732 0 4.972 22.134;
733 0.519716 4.94476 22.134; 734 1.03374 4.86335 22.134;
735 1.53643 4.72865 22.134; 736 2.02229 4.54215 22.134;
737 2.486 4.30588 22.134; 738 2.92247 4.02243 22.134;
739 3.32692 3.69492 22.134; 740 3.69492 3.32692 22.134;
741 4.02243 2.92247 22.134; 742 4.30588 2.486 22.134;
743 4.54215 2.02229 22.134; 744 4.72865 1.53643 22.134;
745 4.86335 1.03374 22.134; 746 4.94476 0.519716 22.134; 747 4.972 0 22.134;
748 3.425 3.59683 0; 749 3.425 0 8.1; 750 3.425 3.59683 8.1;
751 3.425 3.604 8.1; 752 3.425 3.59683 0.696; 753 3.425 3.59683 1.666;
754 3.425 3.59683 2.87; 755 3.425 3.59683 3.472; 756 3.425 3.59683 4.676;
757 3.425 3.59683 5.278; 758 3.425 3.59683 6.482; 759 3.425 3.59683 7.084;
762 -3.498 3.52383 8.1; 764 -3.498 3.52383 18.522; 765 -3.498 3.52383 9.191;
766 -3.498 3.52383 10.094; 767 -3.498 3.52383 11.298;
768 -3.498 3.52383 12.502; 769 -3.498 3.52383 13.706; 770 -3.498 3.52383 14.91;
771 -3.498 3.52383 15.71; 772 -3.498 3.52383 16.51; 773 -3.498 3.52383 17.318;
775 -3.498 3.52383 20.328; 776 -3.498 3.52383 19.124; 777 2.65 0 0;
779 1.5 0 0; 781 2.65 4.19938 0; 782 1.5 4.73841 0; 783 -1.5 0 0;
784 -1.5 4.73842 0; 785 -2.65 0 0; 787 -2.65 4.19938 0; 788 -3.731 0 0;
790 -3.731 3.28236 0; 791 1.5 0.635 0; 792 -1.5 0.635 0; 793 2.65 3.604 0;
795 3.425 1.43873 0; 797 3.425 2.87746 0; 799 2.65 2.1581 0;
802 -3.731 2.486 0; 803 -3.731 1.53643 0; 806 -2.02229 3.94677 0;
807 -1.53643 4.13327 0; 808 -1.03374 4.26797 0; 809 -0.519716 4.34938 0;
810 0 4.37662 0; 811 0.519716 4.34938 0; 812 1.03374 4.26797 0;
813 1.5 4.14303 0; 814 1.53643 4.13327 0; 815 2.02229 3.94677 0;
816 2.486 3.7105 0; 817 -1.5 4.14304 0; 818 -2.65 3.604 0; 819 -1.5 3.604 0;
820 1.5 3.604 0; 821 -2.65 0.635 0; 822 -3.731 0.635 0; 823 2.65 0.635 0;
824 -3.731 3.28236 0.696; 825 -2.65 4.19938 0.696; 826 -1.5 4.73841 0.696;
827 1.5 4.73841 0.696; 828 2.65 4.19938 0.696; 829 2.65 4.19938 1.666;
830 1.5 4.73841 1.666; 831 -1.5 4.73841 1.666; 832 -2.65 4.19938 1.666;
833 -3.731 3.28236 1.666; 834 -0.776728 4.90405 8.1; 835 0.776728 4.90405 8.1;
836 -0.776728 4.90405 10.094; 837 0.776728 4.90405 10.094;
838 3.42142 3.60042 9.191; 839 -4.972 0 10.094; 840 -4.94476 0.519716 10.094;
841 -4.86335 1.03374 10.094; 842 -4.72865 1.53643 10.094;
843 -4.54215 2.02229 10.094; 844 -4.30588 2.486 10.094;
845 -4.02243 2.92247 10.094; 846 -3.69492 3.32692 10.094;
MEMBER INCIDENCES
1 2 795; 2 1 6; 3 6 7; 4 7 8; 5 8 9; 6 9 10; 7 10 11; 9 12 13; 10 13 14;
11 14 787; 12 15 16; 13 16 17; 14 17 784; 15 18 19; 16 19 5; 17 5 20; 18 20 21;
19 21 782; 20 22 23; 21 23 24; 22 24 781; 23 25 26; 24 26 748; 32 35 36;
33 36 37; 34 37 38; 35 38 39; 36 39 40; 37 40 41; 38 41 824; 39 42 43;
40 43 44; 41 44 825; 42 45 46; 43 46 47; 44 47 826; 45 48 49; 46 49 50;
47 50 51; 48 51 52; 49 52 827; 50 53 54; 51 54 55; 52 55 828; 53 56 57;
54 57 752; 62 66 67; 63 67 68; 64 68 69; 65 69 70; 66 70 71; 67 71 72;
68 72 833; 69 73 74; 70 74 75; 71 75 832; 72 76 77; 73 77 78; 74 78 831;
75 79 80; 76 80 81; 77 81 82; 78 82 83; 79 83 830; 80 84 85; 81 85 86;
82 86 829; 83 87 88; 84 88 753; 92 97 98; 93 98 99; 94 99 100; 95 100 101;
96 101 102; 97 102 103; 98 103 104; 99 104 105; 100 105 106; 101 106 107;
102 107 108; 103 108 109; 104 109 110; 105 110 111; 106 111 112; 107 112 113;
108 113 114; 109 114 115; 110 115 116; 111 116 117; 112 117 118; 113 118 119;
114 119 754; 122 128 129; 123 129 130; 124 130 131; 125 131 132; 126 132 133;
127 133 134; 128 134 135; 129 135 136; 130 136 137; 131 137 138; 132 138 139;
133 139 140; 134 140 141; 135 141 142; 136 142 143; 137 143 144; 138 144 145;
139 145 146; 140 146 147; 141 147 148; 142 148 149; 143 149 150; 144 150 755;
152 159 160; 153 160 161; 154 161 162; 155 162 163; 156 163 164; 157 164 165;
158 165 166; 159 166 167; 160 167 168; 161 168 169; 162 169 170; 163 170 171;
164 171 172; 165 172 173; 166 173 174; 167 174 175; 168 175 176; 169 176 177;
170 177 178; 171 178 179; 172 179 180; 173 180 181; 174 181 756; 182 190 191;
183 191 192; 184 192 193; 185 193 194; 186 194 195; 187 195 196; 188 196 197;
189 197 198; 190 198 199; 191 199 200; 192 200 201; 193 201 202; 194 202 203;
195 203 204; 196 204 205; 197 205 206; 198 206 207; 199 207 208; 200 208 209;
201 209 210; 202 210 211; 203 211 212; 204 212 757; 212 221 222; 213 222 223;
214 223 224; 215 224 225; 216 225 226; 217 226 227; 218 227 228; 219 228 229;
220 229 230; 221 230 231; 222 231 232; 223 232 233; 224 233 234; 225 234 235;
226 235 236; 227 236 237; 228 237 238; 229 238 239; 230 239 240; 231 240 241;
232 241 242; 233 242 243; 234 243 758; 242 252 253; 243 253 254; 244 254 255;
245 255 256; 246 256 257; 247 257 258; 248 258 259; 249 259 260; 250 260 261;
251 261 262; 252 262 263; 253 263 264; 254 264 265; 255 265 266; 256 266 267;
257 267 268; 258 268 269; 259 269 270; 260 270 271; 261 271 272; 262 272 273;
263 273 274; 264 274 759; 272 283 284; 273 284 285; 274 285 286; 275 286 287;
276 287 288; 277 288 289; 278 289 290; 279 290 762; 280 291 292; 281 292 293;
282 293 294; 283 294 295; 284 295 296; 285 296 834; 286 297 298; 287 298 299;
288 299 835; 289 300 301; 290 301 302; 291 302 303; 292 303 304; 293 304 305;
294 305 750; 310 322 323; 311 323 324; 312 324 325; 313 325 326; 314 326 327;
315 327 328; 316 328 329; 317 329 330; 318 330 331; 319 331 332; 320 332 333;
321 333 334; 322 334 335; 323 335 336; 324 336 838; 325 337 338; 326 338 339;
327 339 340; 328 340 341; 329 341 342; 330 342 343; 331 343 344; 340 353 354;
341 354 355; 342 355 356; 343 356 357; 344 357 358; 345 358 836; 346 359 360;
347 360 361; 348 361 837; 349 362 363; 350 363 364; 351 364 365; 352 365 366;
353 366 367; 354 367 368; 355 368 369; 356 369 370; 357 370 371; 358 371 372;
359 372 373; 360 373 374; 361 374 375; 370 384 385; 371 385 386; 372 386 387;
373 387 388; 374 388 389; 375 389 390; 376 390 391; 377 391 392; 378 392 393;
379 393 394; 380 394 395; 381 395 396; 382 396 397; 383 397 398; 384 398 399;
385 399 400; 386 400 401; 387 401 402; 388 402 403; 389 403 404; 390 404 405;
391 405 406; 400 415 416; 401 416 417; 402 417 418; 403 418 419; 404 419 420;
405 420 421; 406 421 422; 407 422 423; 408 423 424; 409 424 425; 410 425 426;
411 426 427; 412 427 428; 413 428 429; 414 429 430; 415 430 431; 416 431 432;
417 432 433; 418 433 434; 419 434 435; 420 435 436; 421 436 437; 430 446 447;
431 447 448; 432 448 449; 433 449 450; 434 450 451; 435 451 452; 436 452 453;
437 453 454; 438 454 455; 439 455 456; 440 456 457; 441 457 458; 442 458 459;
443 459 460; 444 460 461; 445 461 462; 460 477 478; 461 478 479; 462 479 480;
463 480 481; 464 481 482; 465 482 483; 466 483 484; 467 484 485; 468 485 486;
469 486 487; 470 487 488; 471 488 489; 472 489 490; 473 490 491; 474 491 492;
475 492 493; 476 493 494; 477 494 495; 478 495 496; 479 496 497; 480 497 498;
481 498 499; 490 508 509; 491 509 510; 492 510 511; 493 511 512; 494 512 513;
495 513 514; 496 514 515; 497 515 516; 498 516 517; 499 517 518; 500 518 519;
501 519 520; 502 520 521; 503 521 522; 504 522 523; 505 523 524; 506 524 525;
507 525 526; 508 526 527; 509 527 528; 510 528 529; 511 529 530; 520 539 540;
521 540 541; 522 541 542; 523 542 543; 524 543 544; 525 544 545; 526 545 546;
527 546 547; 528 547 548; 529 548 549; 530 549 550; 531 550 551; 532 551 552;
533 552 553; 534 553 554; 535 554 555; 536 555 556; 537 556 557; 538 557 558;
539 558 559; 540 559 560; 541 560 561; 550 570 571; 551 571 572; 552 572 573;
553 573 574; 554 574 575; 555 575 576; 556 576 577; 557 577 578; 558 578 579;
559 579 580; 560 580 581; 561 581 582; 562 582 583; 563 583 584; 564 584 585;
565 585 586; 566 586 587; 567 587 588; 568 588 589; 569 589 590; 570 590 591;
571 591 592; 572 593 594; 573 594 595; 574 595 596; 575 596 597; 576 597 598;
577 598 599; 578 599 600; 579 600 764; 580 601 602; 581 602 603; 582 603 604;
583 604 605; 584 605 606; 585 606 607; 586 607 608; 587 608 609; 588 609 610;
589 610 611; 590 611 612; 591 612 613; 592 613 614; 593 614 615; 594 615 616;
595 616 617; 596 617 618; 597 618 619; 598 619 620; 599 620 621; 600 621 622;
601 622 623; 610 632 633; 611 633 634; 612 634 635; 613 635 636; 614 636 637;
615 637 638; 616 638 639; 617 639 640; 618 640 641; 619 641 642; 620 642 643;
621 643 644; 622 644 645; 623 645 646; 624 646 647; 625 647 648; 626 648 649;
627 649 650; 628 650 651; 629 651 652; 630 652 653; 631 653 654; 632 655 656;
633 656 657; 634 657 658; 635 658 659; 636 659 660; 637 660 661; 638 661 662;
639 662 775; 640 663 664; 641 664 665; 642 665 666; 643 666 667; 644 667 668;
645 668 669; 646 669 670; 647 670 671; 648 671 672; 649 672 673; 650 673 674;
651 674 675; 652 675 676; 653 676 677; 654 677 678; 655 678 679; 656 679 680;
657 680 681; 658 681 682; 659 682 683; 660 683 684; 661 684 685; 662 686 687;
663 687 688; 664 688 689; 665 689 690; 666 690 691; 667 691 692; 668 692 693;
669 693 694; 670 694 695; 671 695 696; 672 696 697; 673 697 698; 674 698 699;
675 699 700; 676 700 701; 677 701 702; 678 702 703; 679 703 704; 680 704 705;
681 705 706; 682 706 707; 683 707 708; 684 708 709; 685 709 710; 686 710 711;
687 711 712; 688 712 713; 689 713 714; 690 714 715; 691 715 716; 692 717 718;
693 718 719; 694 719 720; 695 720 721; 696 721 722; 697 722 723; 698 723 724;
699 724 725; 700 725 726; 701 726 727; 702 727 728; 703 728 729; 704 729 730;
705 730 731; 706 731 732; 707 732 733; 708 733 734; 709 734 735; 710 735 736;
711 736 737; 712 737 738; 713 738 739; 714 739 740; 715 740 741; 716 741 742;
717 742 743; 718 743 744; 719 744 745; 720 745 746; 721 746 747; 722 748 3;
724 749 750; 725 750 751; 726 748 752; 735 759 750; 736 758 759; 737 757 758;
738 756 757; 739 755 756; 740 754 755; 741 753 754; 742 752 753; 744 762 291;
745 764 601; 747 762 765; 748 765 322; 749 766 353; 750 767 384; 751 768 415;
752 769 446; 753 770 477; 754 771 508; 755 772 539; 756 773 570; 757 773 764;
758 772 773; 759 771 772; 760 770 771; 761 769 770; 762 768 769; 763 767 768;
764 766 767; 765 765 766; 766 775 663; 768 764 776; 769 776 632; 770 776 775;
771 732 701; 772 701 670; 773 670 639; 774 639 608; 775 608 577; 776 577 546;
777 546 515; 778 515 484; 779 484 453; 780 453 422; 781 422 391; 782 391 360;
783 360 329; 784 329 298; 785 298 267; 786 267 236; 787 236 205; 788 205 174;
789 174 143; 790 143 112; 791 112 81; 792 81 50; 793 50 5; 794 729 698;
795 698 667; 796 667 636; 797 636 605; 798 605 574; 799 574 543; 800 543 512;
801 512 481; 802 481 450; 803 450 419; 804 419 388; 805 388 357; 806 357 326;
807 326 295; 808 295 264; 809 264 233; 810 233 202; 811 202 171; 812 171 140;
813 140 109; 814 109 78; 815 78 47; 816 47 17; 817 726 695; 818 695 664;
819 664 633; 820 633 602; 821 602 571; 822 571 540; 823 540 509; 824 509 478;
825 478 447; 826 447 416; 827 416 385; 828 385 354; 829 354 323; 830 323 292;
831 292 261; 832 261 230; 833 230 199; 834 199 168; 835 168 137; 836 137 106;
837 106 75; 838 75 44; 839 44 14; 840 735 704; 841 704 673; 842 673 642;
843 642 611; 844 611 580; 845 580 549; 846 549 518; 847 518 487; 848 487 456;
849 456 425; 850 425 394; 851 394 363; 852 363 332; 853 332 301; 854 301 270;
855 270 239; 856 239 208; 857 208 177; 858 177 146; 859 146 115; 860 115 84;
861 84 53; 862 53 22; 863 738 707; 864 707 676; 865 676 645; 866 645 614;
867 614 583; 868 583 552; 869 552 521; 870 521 490; 871 490 459; 872 459 428;
873 428 397; 874 397 366; 875 366 335; 876 335 304; 877 304 273; 878 273 242;
879 242 211; 880 211 180; 881 180 149; 882 149 118; 883 118 87; 884 87 56;
885 56 25; 886 777 823; 887 779 791; 888 781 25; 889 782 22; 890 784 18;
891 783 792; 892 785 821; 893 787 15; 894 788 822; 895 790 12; 896 791 820;
897 792 819; 898 791 792; 899 793 781; 900 3 793; 902 795 797; 904 797 748;
905 793 799; 909 799 823; 912 793 797; 913 797 799; 914 799 795; 915 795 823;
916 823 2; 917 802 790; 918 10 802; 919 803 802; 920 8 803; 921 10 803;
922 822 803; 923 8 822; 924 822 1; 925 806 818; 926 806 807; 927 808 809;
928 809 810; 929 810 811; 930 811 812; 931 813 782; 932 812 813; 933 814 815;
934 815 816; 935 816 793; 936 813 814; 937 817 784; 938 817 808; 939 818 787;
941 807 817; 942 787 817; 943 817 5; 944 5 813; 945 813 781; 946 819 817;
947 818 819; 948 820 813; 949 793 820; 950 818 790; 951 821 818; 952 792 821;
954 821 822; 956 791 823; 957 11 790; 958 824 42; 960 825 45; 962 826 48;
964 827 53; 966 828 56; 968 829 87; 970 830 84; 972 831 79; 974 832 76;
976 833 73; 978 782 54; 979 54 781; 980 829 54; 981 54 830; 982 782 827;
983 827 830; 984 781 828; 985 828 829; 986 790 824; 987 824 833; 988 787 825;
989 825 832; 990 10 40; 991 40 71; 992 8 38; 993 38 69; 994 38 7; 995 7 36;
996 36 1; 997 66 36; 998 36 68; 999 68 38; 1000 38 9; 1001 9 40; 1002 38 71;
1003 40 11; 1004 11 824; 1005 71 824; 1006 790 43; 1007 787 43; 1008 824 832;
1009 787 46; 1010 46 784; 1011 784 48; 1014 826 81; 1015 48 19; 1016 19 50;
1017 50 20; 1018 20 52; 1019 52 782; 1020 827 81; 1021 753 828; 1022 828 3;
1023 784 826; 1024 826 831; 1025 832 826; 1026 283 254; 1027 254 287;
1028 287 258; 1029 258 762; 1030 762 261; 1031 261 294; 1032 294 264;
1033 834 297; 1034 835 300; 1035 836 359; 1036 837 362; 1037 264 834;
1038 834 267; 1039 267 835; 1040 835 270; 1041 326 834; 1042 834 329;
1043 326 836; 1044 836 329; 1045 329 835; 1046 835 332; 1047 329 837;
1048 837 332; 1049 765 292; 1050 292 324; 1051 324 295; 1052 323 355;
1053 355 326; 1054 323 766; 1055 270 302; 1056 302 273; 1057 273 751;
1058 332 303; 1059 303 335; 1060 332 364; 1061 364 334; 1062 334 366;
1067 371 342; 1068 342 374; 1069 374 344; 1070 838 337; 1071 750 838;
1072 335 750; 1073 366 838; 1074 838 368; 1075 371 338; 1076 368 338;
1077 686 656; 1078 656 688; 1079 688 658; 1080 658 690; 1081 690 660;
1082 660 692; 1083 692 775; 1084 775 695; 1085 695 665; 1086 665 697;
1087 697 667; 1088 667 699; 1089 699 669; 1090 669 701; 1091 701 671;
1092 671 703; 1093 703 673; 1094 673 705; 1095 705 675; 1096 675 707;
1097 707 677; 1098 677 709; 1099 709 679; 1100 679 711; 1101 711 681;
1102 681 713; 1103 713 683; 1104 683 715; 1105 715 685; 1106 747 714;
1107 714 742; 1108 742 710; 1109 710 739; 1110 739 707; 1111 707 736;
1112 736 704; 1113 704 734; 1114 734 702; 1115 702 732; 1116 732 699;
1117 699 729; 1118 729 696; 1120 696 726; 1121 726 693; 1122 693 722;
1123 722 689; 1124 689 719; 1125 719 686; 1126 431 462; 1127 462 493;
1128 839 840; 1129 840 841; 1130 841 842; 1131 842 843; 1132 843 844;
1133 844 845; 1134 845 846; 1135 846 766;
START USER TABLE
TABLE 1
UNIT MMS KN
GENERAL
2RHS145X82X5.4
4670 164 14.2378 144.8 16.1257 1.31019e+07 1.2984e+07 1.14242e+07 -
159779 179090 3502.5 3502.5 220892 185320 1.14242e+13 135.524
3RHS145X82X5.4
7003 249 14.2378 144.8 24.1885 3.92785e+07 1.9476e+07 1.71363e+07 -
319337 268634 5253.75 5253.75 0 331338 1.71363e+13 217.524
END
UNIT METER MTON
MEMBER RELEASE
54 84 114 144 174 204 234 264 771 TO 885 898 TO 900 912 TO 918 920 921 923 -
924 TO 925 931 932 935 937 939 941 TO 945 947 949 950 952 954 956 978 TO 1011 -
1014 TO 1032 1037 TO 1062 1067 TO 1069 1071 TO 1118 1120 TO 1125 END MY MZ
748 750 TO 756 769 771 TO 885 898 900 912 TO 916 918 920 921 923 924 936 938 -
942 TO 945 947 949 950 952 954 956 978 TO 1011 1014 TO 1032 1037 TO 1062 -
1067 TO 1069 1071 TO 1118 1120 TO 1125 START MY MZ
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.09042e+07
POISSON 0.3
DENSITY 7.83341
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 25819.2 FU 41584 RY 1.5 RT 1.2
ISOTROPIC STAINLESSSTEEL
E 2.01832e+07
POISSON 0.3
DENSITY 7.83341
ALPHA 1.8e-05
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY TATASTRUCTURA
2 TO 7 9 TO 24 32 TO 54 62 TO 84 92 TO 114 122 TO 144 152 TO 174 182 TO 204 -
212 TO 234 242 TO 264 280 TO 294 310 TO 331 340 TO 361 370 TO 391 -
400 TO 415 430 TO 445 460 TO 475 490 TO 511 520 TO 541 550 TO 571 -
580 TO 601 610 TO 631 640 TO 722 725 744 745 748 TO 756 766 769 888 TO 890 -
893 895 957 958 960 962 964 966 968 970 972 974 976 1033 TO 1036 -
1070 TABLE ST 145X82X5.4RHS
771 TO 885 TABLE ST 80X80X4.0SHS
886 887 891 892 894 896 TO 899 905 909 917 919 922 931 937 939 946 948 -
951 TABLE ST 100X100X4.0SHS
MEMBER PROPERTY TATASTRUCTURA
1 272 TO 279 572 TO 579 632 TO 639 724 726 735 TO 742 902 904 1126 TO 1134 -
1135 UPTABLE 1 3RHS145X82X5.4
900 912 TO 916 918 920 921 923 TO 930 932 TO 936 938 941 TO 945 947 949 950 -
952 954 956 978 TO 1011 1014 TO 1032 1037 TO 1062 1067 TO 1069 1071 TO 1118 -
1120 TO 1125 TABLE ST 80X40X4.8RHS
MEMBER PROPERTY TATASTRUCTURA
416 TO 421 476 TO 481 747 757 TO 765 768 770 UPTABLE 1 2RHS145X82X5.4
CONSTANTS
BETA 90 MEMB 1 272 TO 279 416 TO 421 476 TO 481 572 TO 579 632 TO 639 722 -
724 725 900 902 904 912 TO 916 918 920 921 923 TO 930 932 TO 936 938 941 -
942 TO 945 947 949 950 952 954 956 1128 TO 1135
BETA 48 MEMB 726 735 TO 742 1126 1127
BETA 312 MEMB 747 757 TO 765 768 770
MATERIAL STEEL MEMB 1 TO 7 9 TO 24 32 TO 54 62 TO 84 92 TO 114 122 TO 144 -
152 TO 174 182 TO 204 212 TO 234 242 TO 264 272 TO 294 310 TO 331 -
340 TO 361 370 TO 391 400 TO 421 430 TO 445 460 TO 481 490 TO 511 -
520 TO 541 550 TO 601 610 TO 722 724 TO 726 735 TO 742 744 745 747 TO 766 -
768 TO 885 888 TO 890 893 895 900 902 904 912 TO 916 918 920 921 923 TO 930 -
932 TO 936 938 941 TO 945 947 949 950 952 954 956 TO 958 960 962 964 966 -
968 970 972 974 976 978 TO 1011 1014 TO 1062 1067 TO 1118 1120 TO 1135
MATERIAL STAINLESSSTEEL MEMB 886 887 891 892 894 896 TO 899 905 909 917 919 -
922 931 937 939 946 948 951
SUPPORTS
344 375 406 437 499 530 561 592 623 654 685 716 747 PINNED
1 2 35 66 97 128 159 190 221 252 283 593 655 686 717 749 777 779 783 785 788 -
839 PINNED
757 770 FIXED BUT FZ MX MY MZ
*****************************************************************************
LOAD 1 DL
*****************************************************************************
SELFWEIGHT Y -1.1
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI GY -0.009
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI GY -0.022
62 TO 84 272 TO 294 310 TO 331 340 TO 361 460 TO 481 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 1128 TO 1134 -
1135 UNI GY -0.029
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 572 TO 601 610 TO 721 -
745 766 769 UNI GY -0.024
370 TO 391 400 TO 421 430 TO 445 750 TO 752 UNI GY -0.033
*
894 917 919 922 UNI GY -0.046
892 939 951 UNI GY -0.045
887 891 896 897 931 937 946 948 UNI GY -0.083
886 899 905 909 UNI GY -0.039
1 902 904 UNI GY -0.016
2 TO 7 957 UNI GY -0.025
*
894 917 919 922 UMOM GX -0.0046
892 939 951 UMOM GX -0.0045
887 891 896 897 931 937 946 948 UMOM GX -0.0083
886 899 905 909 UMOM GX -0.0039
1 902 904 UMOM GX -0.0016
2 TO 7 957 UMOM GX -0.0025
1133 CON X -20
*****************************************************************************
LOAD 2 LL
*****************************************************************************
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI PY -0.014
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI PY -0.034
62 TO 84 272 TO 294 310 TO 331 340 TO 361 460 TO 481 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 1128 TO 1134 -
1135 UNI PY -0.045
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 572 TO 601 610 TO 721 -
745 766 769 UNI PY -0.037
370 TO 391 400 TO 421 430 TO 445 750 TO 752 UNI PY -0.05
*****************************************************************************
LOAD 3 WLX+(CPI+)
*****************************************************************************
MEMBER LOAD
10 TO 23 888 TO 890 893 UNI Y 0.08
40 TO 53 250 TO 263 490 TO 503 520 TO 533 960 962 964 966 UNI Y 0.19
70 TO 83 280 TO 293 310 TO 323 340 TO 353 460 TO 473 550 TO 563 968 970 972 -
974 1033 TO 1036 UNI Y 0.25
100 TO 113 130 TO 143 160 TO 173 190 TO 203 220 TO 233 580 TO 593 610 TO 623 -
640 TO 653 670 TO 683 700 TO 713 UNI Y 0.21
370 TO 383 400 TO 413 430 TO 443 UNI Y 0.28
2 TO 7 9 895 957 UNI Y -0.01
32 TO 39 242 TO 249 754 755 958 UNI Y -0.02
62 TO 69 744 748 749 753 756 976 UNI Y -0.03
92 TO 99 122 TO 129 152 TO 159 182 TO 189 212 TO 219 662 TO 669 692 TO 699 -
745 766 769 UNI Y -0.02
750 TO 752 UNI Y -0.03
1 24 722 902 904 UNI Y 0.04
54 264 504 TO 511 534 TO 541 UNI Y 0.1
84 294 324 TO 331 354 TO 361 474 475 564 TO 571 724 725 1070 UNI Y 0.13
114 144 174 204 234 594 TO 601 624 TO 631 654 TO 661 684 TO 691 714 TO 720 -
721 UNI Y 0.11
384 TO 391 414 415 444 445 UNI Y 0.15
476 TO 481 UNI Z -0.065
416 TO 421 UNI Z -0.075
*****************************************************************************
LOAD 4 WLX+(CPI-)
*****************************************************************************
MEMBER LOAD
10 TO 23 888 TO 890 893 UNI Y 0.03
40 TO 53 250 TO 263 490 TO 503 520 TO 533 960 962 964 966 UNI Y 0.08
70 TO 83 280 TO 293 310 TO 323 340 TO 353 460 TO 473 550 TO 563 968 970 972 -
974 1033 TO 1036 UNI Y 0.1
100 TO 113 130 TO 143 160 TO 173 190 TO 203 220 TO 233 580 TO 593 610 TO 623 -
640 TO 653 670 TO 683 700 TO 713 UNI Y 0.09
370 TO 383 400 TO 413 430 TO 443 UNI Y 0.11
2 TO 7 9 895 957 UNI Y -0.06
32 TO 39 242 TO 249 754 755 958 UNI Y -0.14
62 TO 69 744 748 749 753 756 976 UNI Y -0.18
92 TO 99 122 TO 129 152 TO 159 182 TO 189 212 TO 219 662 TO 669 692 TO 699 -
745 766 769 UNI Y -0.15
750 TO 752 UNI Y -0.2
1 24 722 902 904 UNI Y 0
54 264 504 TO 511 534 TO 541 UNI Y 0.01
84 294 324 TO 331 354 TO 361 474 475 564 TO 571 724 725 1070 UNI Y 0.01
114 144 174 204 234 594 TO 601 624 TO 631 654 TO 661 684 TO 691 714 TO 720 -
721 UNI Y 0.01
384 TO 391 414 415 444 445 UNI Y 0.02
476 TO 481 UNI Z -0.005
416 TO 421 UNI Z -0.01
*****************************************************************************
LOAD 5 WLX-(CPI+)
*****************************************************************************
MEMBER LOAD
10 TO 23 888 TO 890 893 UNI Y 0.08
40 TO 53 250 TO 263 490 TO 503 520 TO 533 960 962 964 966 UNI Y 0.19
70 TO 83 280 TO 293 310 TO 323 340 TO 353 460 TO 473 550 TO 563 968 970 972 -
974 1033 TO 1036 UNI Y 0.25
100 TO 113 130 TO 143 160 TO 173 190 TO 203 220 TO 233 580 TO 593 610 TO 623 -
640 TO 653 670 TO 683 700 TO 713 UNI Y 0.21
370 TO 383 400 TO 413 430 TO 443 UNI Y 0.28
1 24 722 902 904 UNI Y -0.01
54 264 504 TO 511 534 TO 541 UNI Y -0.02
84 294 324 TO 331 354 TO 361 474 475 564 TO 571 724 725 1070 UNI Y -0.03
114 144 174 204 234 594 TO 601 624 TO 631 654 TO 661 684 TO 691 714 TO 720 -
721 UNI Y -0.02
384 TO 391 414 415 444 445 UNI Y -0.03
2 TO 7 9 895 957 UNI Y 0.04
32 TO 39 242 TO 249 754 755 958 UNI Y 0.1
62 TO 69 744 748 749 753 756 976 UNI Y 0.13
92 TO 99 122 TO 129 152 TO 159 182 TO 189 212 TO 219 662 TO 669 692 TO 699 -
745 766 769 UNI Y 0.11
750 TO 752 UNI Y 0.15
476 TO 481 UNI Z 0.015
416 TO 421 UNI Z 0.015
*****************************************************************************
LOAD 6 WLX-(CPI-)
*****************************************************************************
MEMBER LOAD
10 TO 23 888 TO 890 893 UNI Y 0.03
40 TO 53 250 TO 263 490 TO 503 520 TO 533 960 962 964 966 UNI Y 0.08
70 TO 83 280 TO 293 310 TO 323 340 TO 353 460 TO 473 550 TO 563 968 970 972 -
974 1033 TO 1036 UNI Y 0.1
100 TO 113 130 TO 143 160 TO 173 190 TO 203 220 TO 233 580 TO 593 610 TO 623 -
640 TO 653 670 TO 683 700 TO 713 UNI Y 0.09
370 TO 383 400 TO 413 430 TO 443 UNI Y 0.11
1 24 722 902 904 UNI Y -0.06
54 264 504 TO 511 534 TO 541 UNI Y -0.14
84 294 324 TO 331 354 TO 361 474 475 564 TO 571 724 725 1070 UNI Y -0.18
114 144 174 204 234 594 TO 601 624 TO 631 654 TO 661 684 TO 691 714 TO 720 -
721 UNI Y -0.15
384 TO 391 414 415 444 445 UNI Y -0.2
32 TO 39 242 TO 249 754 755 958 UNI Y -0.01
62 TO 69 744 748 749 753 756 976 UNI Y -0.01
92 TO 99 122 TO 129 152 TO 159 182 TO 189 212 TO 219 662 TO 669 692 TO 699 -
745 766 769 UNI Y -0.01
750 TO 752 UNI Y -0.02
476 TO 481 UNI Z 0.09
416 TO 421 UNI Z 0.1
*****************************************************************************
LOAD 7 WLZ+(CPI+)
*****************************************************************************
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI Y 0.06
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI Y 0.14
62 TO 84 280 TO 294 310 TO 331 340 TO 361 460 TO 475 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 UNI Y 0.18
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 580 TO 601 610 TO 631 -
640 TO 721 745 766 769 UNI Y 0.15
370 TO 391 400 TO 415 430 TO 445 750 TO 752 UNI Y 0.2
476 TO 481 UNI Z -0.09
416 TO 421 UNI Z -0.1
*
894 917 919 922 UNI GZ 0.219
892 939 951 UNI GZ 0.211
887 891 896 897 931 937 946 948 UNI GZ 0.25
886 899 905 909 UNI GZ 0.182
1 902 904 UNI GZ 0.073
2 TO 7 957 UNI GZ 0.117
*****************************************************************************
LOAD 8 WLZ+(CPI-)
*****************************************************************************
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI Y 0.01
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI Y 0.02
62 TO 84 280 TO 294 310 TO 331 340 TO 361 460 TO 475 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 UNI Y 0.03
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 580 TO 601 610 TO 631 -
640 TO 721 745 766 769 UNI Y 0.02
370 TO 391 400 TO 415 430 TO 445 750 TO 752 UNI Y 0.03
476 TO 481 UNI Z -0.015
416 TO 421 UNI Z -0.015
*
894 917 919 922 UNI GZ 0.219
892 939 951 UNI GZ 0.211
887 891 896 897 931 937 946 948 UNI GZ 0.25
886 899 905 909 UNI GZ 0.182
1 902 904 UNI GZ 0.073
2 TO 7 957 UNI GZ 0.117
*****************************************************************************
LOAD 9 WLZ-(CPI+)
*****************************************************************************
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI Y 0.06
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI Y 0.14
62 TO 84 280 TO 294 310 TO 331 340 TO 361 460 TO 475 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 UNI Y 0.18
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 580 TO 601 610 TO 631 -
640 TO 721 745 766 769 UNI Y 0.15
370 TO 391 400 TO 415 430 TO 445 750 TO 752 UNI Y 0.2
476 TO 481 UNI Z -0.09
416 TO 421 UNI Z -0.1
*
894 917 919 922 UNI GZ -0.219
892 939 951 UNI GZ -0.211
887 891 896 897 931 937 946 948 UNI GZ -0.25
886 899 905 909 UNI GZ -0.182
1 902 904 UNI GZ -0.073
2 TO 7 957 UNI GZ -0.117
*****************************************************************************
LOAD 10 WLZ-(CPI-)
*****************************************************************************
MEMBER LOAD
2 TO 7 9 TO 24 722 888 TO 890 893 895 957 UNI Y 0.01
32 TO 54 242 TO 264 490 TO 511 520 TO 541 754 755 958 960 962 964 -
966 UNI Y 0.02
62 TO 84 280 TO 294 310 TO 331 340 TO 361 460 TO 475 550 TO 571 725 744 748 -
749 753 756 968 970 972 974 976 1033 TO 1036 1070 UNI Y 0.03
92 TO 114 122 TO 144 152 TO 174 182 TO 204 212 TO 234 580 TO 601 610 TO 631 -
640 TO 721 745 766 769 UNI Y 0.02
370 TO 391 400 TO 415 430 TO 445 750 TO 752 UNI Y 0.03
476 TO 481 UNI Z -0.015
416 TO 421 UNI Z -0.015
*
894 917 919 922 UNI GZ -0.219
892 939 951 UNI GZ -0.211
887 891 896 897 931 937 946 948 UNI GZ -0.25
886 899 905 909 UNI GZ -0.182
1 902 904 UNI GZ -0.073
2 TO 7 957 UNI GZ -0.117
*****************************************************************************
********************LOAD COMBINATIONS****************************************
****FOR MEMBER DESIGN
LOAD COMB 100 1.5(DL+LL)
1 1.5 2 1.5
LOAD COMB 101 1.5(DL+WLX+,CPI+)
1 1.5 3 1.5
LOAD COMB 102 1.5(DL+WLX+,CPI-)
1 1.5 4 1.5
LOAD COMB 103 1.5(DL+WLX-,CPI+)
1 1.5 5 1.5
LOAD COMB 104 1.5(DL+WLX-,CPI-)
1 1.5 6 1.5
LOAD COMB 105 1.5(DL+WLZ+,CPI+)
1 1.5 7 1.5
LOAD COMB 106 1.5(DL+WLZ+,CPI-)
1 1.5 8 1.5
LOAD COMB 107 1.5(DL+WLZ-,CPI+)
1 1.5 9 1.5
LOAD COMB 108 1.5(DL+WLZ-,CPI-)
1 1.5 10 1.5
*
LOAD COMB 109 1.2(DL+LL+WLX+,CPI+)
1 1.2 2 1.2 3 1.2
LOAD COMB 110 1.2(DL+LL+WLX+,CPI-)
1 1.2 2 1.2 4 1.2
LOAD COMB 111 1.2(DL+LL+WLX-,CPI+)
1 1.2 2 1.2 5 1.2
LOAD COMB 112 1.2(DL+LL+WLX-,CPI-)
1 1.2 2 1.2 6 1.2
LOAD COMB 113 1.2(DL+LL+WLZ+,CPI+)
1 1.2 2 1.2 7 1.2
LOAD COMB 114 1.2(DL+LL+WLZ+,CPI-)
1 1.2 2 1.2 8 1.2
LOAD COMB 115 1.2(DL+LL+WLZ-,CPI+)
1 1.2 2 1.2 9 1.2
LOAD COMB 116 1.2(DL+LL+WLZ-,CPI-)
1 1.2 2 1.2 10 1.2
*****FOR DEFLECTION
LOAD COMB 200 1.0(DL+LL)
1 1.0 2 1.0
LOAD COMB 201 1.0(DL+WLX+,CPI+)
1 1.0 3 1.0
LOAD COMB 202 1.0(DL+WLX+,CPI-)
1 1.0 4 1.0
LOAD COMB 203 1.0(DL+WLX-,CPI+)
1 1.0 5 1.0
LOAD COMB 204 1.0(DL+WLX-,CPI-)
1 1.0 6 1.0
LOAD COMB 205 1.0(DL+WLZ+,CPI+)
1 1.0 7 1.0
LOAD COMB 206 1.0(DL+WLZ+,CPI-)
1 1.0 8 1.0
LOAD COMB 207 1.0(DL+WLZ-,CPI+)
1 1.0 9 1.0
LOAD COMB 208 1.0(DL+WLZ-,CPI-)
1 1.0 10 1.0
*
LOAD COMB 209 1.0(DL+LL+WLX+,CPI+)
1 1.0 2 1.0 3 1.0
LOAD COMB 210 1.0(DL+LL+WLX+,CPI-)
1 1.0 2 1.0 4 1.0
LOAD COMB 211 1.0(DL+LL+WLX-,CPI+)
1 1.0 2 1.0 5 1.0
LOAD COMB 212 1.0(DL+LL+WLX-,CPI-)
1 1.0 2 1.0 6 1.0
LOAD COMB 213 1.0(DL+LL+WLZ+,CPI+)
1 1.0 2 1.0 7 1.0
LOAD COMB 214 1.0(DL+LL+WLZ+,CPI-)
1 1.0 2 1.0 8 1.0
LOAD COMB 215 1.0(DL+LL+WLZ-,CPI+)
1 1.0 2 1.0 9 1.0
LOAD COMB 216 1.0(DL+LL+WLZ-,CPI-)
1 1.0 2 1.0 10 1.0
*****************************************************************************
PERFORM ANALYSIS
LOAD LIST 100 TO 116
PARAMETER 1
CODE IS800 LSD
MAIN 5000 ALL
FU 45000 ALL
FYLD 31000 ALL
TRACK 2 MEMB 1133
LY 3.282 MEMB 894 917 919 922
LY 3.597 MEMB 1 902 904
LY 4.199 MEMB 886 892 899 905 909 939 951
LY 4.738 MEMB 887 891 896 897 931 937 946 948
LY 2.5 MEMB 2 TO 7 9 TO 24 32 TO 54 62 TO 84 92 TO 114 122 TO 144 152 TO 174 -
182 TO 204 212 TO 234 242 TO 264 272 TO 294 310 TO 331 340 TO 361 -
370 TO 391 400 TO 421 430 TO 445 460 TO 481 490 TO 511 520 TO 541 -
550 TO 601 610 TO 722 725 744 745 748 TO 756 766 769 888 TO 890 893 895 957 -
958 960 962 964 966 968 970 972 974 976 1033 TO 1036 1070 1128 TO 1135
CHECK CODE ALL
FINISH

Good Day,

I am just new to Staad Pro so Kindly explain to me in very preliminary way,

This is simple Slab of 350mm thickness Supported by beam of 350x350mm on four sides supported by pinned supports an uniform pressure load of 100kN/m2 is applied on the slab in both +ve and -ve Dir of Local Z axis of the slab separately as illustrated in the pictures but the bending moment results of slab and beam are not changing signs why? and In both cases the slabs are sagging correct me if i am.

Thanks in Advance

communities.bentley.com/.../Type-1.std i attached a file for simple lifting beam. in this only one beam lateral beam is getting more stress ratio in utility check. i dent know what is the reason? can anyone help me?

Hello,

We have created a member W84 in uptable from specifications with D=84 TF = 2.75in WF=26in TW=1in TF1= 3in WF1= 26in and i have also attached the file,

Initially when we inputted these values and hit calculate we got the A=227.75 in^2  Iz=285712 in^4 , Iy=8428.35 in^4, Ix=440.323 in which is attached in figure 1 .but after doing analysis the values of Iz, Iy, and Ix are changed to  A=227.75 in^2 Iz=40031 in^4 Iy=8428 in^4 Ix=442.24 in^4.

Again if we hit calculate we are getting the right values.The same also happening to W33 specification ,we never inputted/changed moment of inertia values manually , but i am wondering how these values are changed. can you please let me know what is the reason for this. 

communities.bentley.com/.../5432.Structure123.STD

Hi sir ,

I want to apply seismic load on my steel conopy on the top of a building having height 42 meter. 

Height of steel conopy is 5 meter , width 22  meter and length is 66 m. STAAD FILE ALSO ATTACHED.

Can you please tell me what will be the value for below required perameters.?

RW IN X DIRECTION

RW IN  Z DIRECTION

SOIL PROFILE TYPE

CT

PERIOD IN X 

PERIOD IN Y 

NA

NV 

AS PER UBC 1997

IM WAITING FOR YOUR KIND REPLY THANKS

communities.bentley.com/.../CALCULATION-TOWER-5-ROOF-CONOPY.std

Hello-

I am receiving the following error, "ERROR NOT ENOUGH MEMORY FOR AISC UNIFIED STEEL DESIGN -2"

The model consists of 2010 nodes. 7160 elements, no plate elements and 4200 load cases (with 27 base loads). 

Having reviewed related solutions, I have broken the "Check Code" command into segments of 100 members, and applied "Memory 330" before STAAD SPACE. 

I am unsure as to which memory the program requires for this, some clarification would be greatly appreciated.

Due to job restrictions, I am unable to post the model but can answer any additional questions.

Thanks for your time.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 01-Aug-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 4.79425 0 0; 2 4.79425 0 9.144; 3 4.79425 0 18.2118; 4 4.79425 3 0;
5 4.79425 3 4.572; 6 4.79425 3 9.144; 7 4.79425 3 13.6779; 8 4.79425 3 18.2118;
9 9.4234 0 0; 10 9.4234 0 9.144; 11 9.4234 0 18.2118; 12 9.4234 3 0;
13 9.4234 3 4.572; 14 9.4234 3 9.144; 15 9.4234 3 13.6779; 16 9.4234 3 18.2118;
17 14.0526 0 0; 18 14.0526 0 9.144; 19 14.0526 0 18.2118; 20 14.0526 3 0;
21 14.0526 3 4.572; 22 14.0526 3 9.144; 23 14.0526 3 13.6779;
24 14.0526 3 18.2118; 25 18.6817 0 0; 26 18.6817 0 9.144; 27 18.6817 0 18.2118;
28 18.6817 3 0; 29 18.6817 3 4.572; 30 18.6817 3 9.144; 31 18.6817 3 13.6779;
32 18.6817 3 18.2118; 33 23.3109 0 0; 34 23.3109 0 9.144; 35 23.3109 0 18.2118;
36 23.3109 3 0; 37 23.3109 3 4.572; 38 23.3109 3 9.144; 39 23.3109 3 13.6779;
40 23.3109 3 18.2118; 41 27.94 0 0; 42 27.94 0 4.572; 43 27.94 0 9.144;
44 27.94 0 13.6779; 45 27.94 0 18.2118; 46 27.94 3 0; 47 27.94 3 4.572;
48 27.94 3 9.144; 49 27.94 3 13.6779; 50 27.94 3 18.2118; 51 33.655 0 0;
52 33.655 0 18.2118; 53 33.655 3 0; 54 33.655 3 4.572; 55 33.655 3 9.144;
56 33.655 3 13.6779; 57 33.655 3 18.2118; 58 39.37 0 0; 59 39.37 0 4.572;
60 39.37 0 9.144; 61 39.37 0 13.6779; 62 39.37 0 18.2118; 63 39.37 3 0;
64 39.37 3 4.572; 65 39.37 3 9.144; 66 39.37 3 13.6779; 67 39.37 3 18.2118;
MEMBER INCIDENCES
1 1 4; 2 2 6; 3 3 8; 4 4 6; 5 6 8; 6 4 12; 7 5 13; 8 6 14; 9 7 15; 10 8 16;
11 9 12; 12 10 14; 13 11 16; 14 12 14; 15 14 16; 16 12 20; 17 13 21; 18 14 22;
19 15 23; 20 16 24; 21 17 20; 22 18 22; 23 19 24; 24 20 22; 25 22 24; 26 20 28;
27 21 29; 28 22 30; 29 23 31; 30 24 32; 31 25 28; 32 26 30; 33 27 32; 34 28 30;
35 30 32; 36 28 36; 37 29 37; 38 30 38; 39 31 39; 40 32 40; 41 33 36; 42 34 38;
43 35 40; 44 36 38; 45 38 40; 46 36 46; 47 37 47; 48 38 48; 49 39 49; 50 40 50;
51 41 46; 52 42 47; 53 43 48; 54 44 49; 55 45 50; 56 46 47; 57 47 48; 58 48 49;
59 49 50; 60 46 53; 61 50 57; 62 53 51; 63 52 57; 64 53 54; 65 47 64; 66 54 55;
67 48 65; 68 55 56; 69 49 66; 70 56 57; 71 53 63; 72 57 67; 73 58 63; 74 59 64;
75 60 65; 76 61 66; 77 62 67; 78 63 64; 79 64 65; 80 65 66; 81 66 67;
ELEMENT INCIDENCES SHELL
91 4 63 67 8;
ELEMENT PROPERTY
91 THICKNESS 0.1524
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
2 12 22 32 42 52 TO 54 74 TO 76 PRIS YD 0.533 ZD 0.304
1 3 11 13 21 23 31 33 41 43 51 55 62 63 73 77 PRIS YD 0.457 ZD 0.304
MEMBER PROPERTY AMERICAN
7 9 17 19 27 29 37 39 47 49 64 66 68 70 PRIS YD 0.45 ZD 0.35
4 TO 6 8 10 14 TO 16 18 20 24 TO 26 28 30 34 TO 36 38 40 44 TO 46 48 50 56 -
57 TO 61 65 67 69 71 72 78 TO 81 PRIS YD 0.6 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 9 TO 11 17 TO 19 25 TO 27 33 TO 35 41 TO 45 51 52 58 TO 62 FIXED
MEMBER RELEASE
7 9 17 19 27 29 37 39 47 49 64 66 68 70 START MY MZ
7 9 17 19 27 29 37 39 47 49 64 66 68 70 END MY MZ
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1 LIST 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 -
64 TO 72 78 TO 81
FLOOR LOAD
YRANGE 3 3 FLOAD -2.25 GY
LOAD 2 LOADTYPE Live TITLE LL
FLOOR LOAD
YRANGE 3 3 FLOAD -2.25 GY
LOAD COMB 3 COMB
1 1.5 2 1.5
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 MEMB 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 TO 72 -
78 TO 81
FYMAIN 500000 MEMB 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 -
65 TO 72 78 TO 81
FYSEC 500000 MEMB 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 -
65 TO 72 78 TO 81
RATIO 4 MEMB 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 TO 72 -
78 TO 81
TRACK 2 MEMB 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 TO 72 -
78 TO 81
DESIGN BEAM 4 TO 10 14 TO 20 24 TO 30 34 TO 40 44 TO 50 56 TO 61 64 TO 72 -
78 TO 81
DESIGN COLUMN 1 TO 3 11 TO 13 21 TO 23 31 TO 33 41 TO 43 51 TO 55 62 63 73 -
74 TO 77
DESIGN ELEMENT 91
CONCRETE TAKE
END CONCRETE DESIGN
FINISH

I do have a one-way slab with longitudinal T-Beam and one-way slab in latitude directions. I can use the audit in Status Plan to check my latitude strip design sections, but  when I try to use the audit in the longitudinal strips to check the T-beam sections, this error pops up:

"An error occurred while trying to audit a cross section..."

Could you please let me know what to do?

Thanks

I am trying to merge multiple models and for that I learnt the best way is by renumbering each model to a different series. I wish to write a vba code for it, but I couldn't find a renumber function for openstaad. the thread attached in the following link, says that the team is working on adding the function. the thread is 3 years old. I could not find a function for the renumbering. it would be great if some one could help me on that.

Regards,

Harshal

Hi there,
I have a question: STAAD.Pro support built up tapper beam in BS and Euro design code?
Hope you understand my question. Thank you.

Hello,

I am designing shop prefabricated structure for lifting / transport / handling.

I have 2 files / cases with similar configuration and weight / loads applied.

But still I find the deflection for both of them differ by 80% margin.

I am uploading both files 'Case 1' & 'Case 2' via secure file upload.

Case 1 has more load (check the support node reactions in postprocessing) and are applied at the same location as compared to case 2.

But case 1 show less deflection of column for SLS combination (check column HE 120A vertical Y deflection).

I could not find why the there is so difference in deflection?

Please let me know what is the problem?

Regards,

Vishal

For structures with Physical Models, any addition or modification to the Physical model seem to cause the Analytical members to RE-NUMBER.

This causes the Groupings (using Analytical Member numbers) to REQUIRE REGROUPING.

This is acceptable for simple structures. However, for complex structures, this is quite tedious.

My questions would then be:

1. Is there a way to update the grouping to consider the physical member number?

2. What are the cases on which analytical members renumber? (So we can try to avoid it)

3. Is there an option for analytical members to not renumber? (For example, additional analytical members would just follow from the last number used. At least, only the new member numbers need to be added to the group definition list)

Thanks

Hi, 

I am using Ram connection module in Ram SS to design moment connections. I set the code in Ram SS and connection to ASD-05, but ram connection switches to LRFD-05 every time I try to edit a connection. Is there a way to fix this?

Thanks.

I am getting large lateral displacements in RAM Frame for both dead and live load cases for my two-story structure with tension-only round bar brace frames. When i change the braces to tension/compression (obviously the round bar fails in compression), but the dead and live load lateral displacements become much more reasonable. There are no notional or P-Delta loads on the structure. Is this a setting that i might have wrong or is it an internal bug in the program software? Attached is my model with the braces set as tension-onlycommunities.bentley.com/.../NorthStar-Joists.rss.

Hi,

I have a regular RC building without any post tension slab, I am trying to transfer the column forces from ram concept to ram ss, I do the procedure as explained in the tutorial:

Criteria > Column Forces

Use RAM Concept Analysis Forces at Selected Levels: (selected)

But when I do the analysis and check the Member Forces for columns the results are exactly the same as the case I used the Ram Concrete Analysis forces.

So, am I making a mistake or the transfer of the reactions from Concept to RAM SS is only for the column design for buildings with post tension slabs and Balanced Loading? 

Thanks

Hey why is RAM Concept not capturing the entire mat footing? There is only one slab with prioirty one with thickness of 96 inches. The columns are all above the slab.  This problem occurred when I deleted two columns on right of the core wall and then generated the mesh. Please help me with this. Thanks

Hi,

I clicked the plot button and then section analysis and then bending moment on the strength status plan. It gave me these moments.

Are these in kNm or are they the moment per strip? as in to get kNm do I have to divide them by the width of the strip?

Thanks