***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 0 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UX UY UZ USUM 273 -0.62550E-01 0.74979 -1.2039 1.4197 274 -0.60045E-01 0.62492 -1.0361 1.2114 276 0.0000 0.0000 0.0000 0.0000 277 -0.95309E-01 0.26900E-01 -4.0754 4.0766 278 -0.86113E-03 0.15097E-02-0.34090E-01 0.34134E-01 279 -0.33357E-02 0.55552E-02-0.12230 0.12247 280 -0.72844E-02 0.11521E-01-0.26199 0.26234 281 -0.12528E-01 0.18790E-01-0.44972 0.45028 282 -0.18920E-01 0.26746E-01-0.67999 0.68077 283 -0.26343E-01 0.34769E-01-0.95155 0.95255 284 -0.34586E-01 0.42242E-01 -1.2612 1.2624 285 -0.43376E-01 0.48544E-01 -1.6048 1.6061 286 -0.52362E-01 0.53053E-01 -1.9775 1.9789 287 -0.61098E-01 0.55148E-01 -2.3729 2.3743 288 -0.69639E-01 0.54205E-01 -2.7800 2.7814 289 -0.78313E-01 0.49601E-01 -3.2008 3.2021 290 -0.86947E-01 0.40708E-01 -3.6334 3.6347 298 -0.11366 0.23073E-01 -5.2115 5.2128 299 -0.10499 0.24987E-01 -4.6434 4.6447 353 -0.10402 0.68038 -3.5597 3.6256 354 -0.95123E-01 0.66908 -2.9254 3.0024 355 -0.76760E-01 0.64745 -2.3251 2.4148 356 -0.54239E-01 0.61548 -1.7801 1.8843 357 -0.32868E-01 0.57317 -1.3117 1.4319 358 -0.17955E-01 0.52053 -0.94122 1.0757 359 -0.14808E-01 0.45755 -0.68983 0.82791 364 -0.10951 0.24232 -0.75501 0.80047 365 -0.14940 0.13074 -1.3116 1.3265 366 -0.16001 0.49476E-01 -2.1577 2.1642 367 -0.15294 -0.14703E-02 -3.2023 3.2060 368 -0.13979 -0.22099E-01 -4.3546 4.3569 369 -0.13218 -0.12410E-01 -5.5235 5.5251 370 -0.14170 0.27597E-01 -6.6181 6.6196 375 -0.18720 0.16600 -8.1405 8.1443 376 -0.18279 0.23395 -8.5639 8.5690 377 -0.17153 0.30180 -8.8178 8.8247
378 -0.15820 0.36952 -8.9027 8.9117
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 0 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UX UY UZ USUM 379 -0.14759 0.43713 -8.8187 8.8307 380 -0.14449 0.50463 -8.5661 8.5822 381 -0.15369 0.57200 -8.1453 8.1668 386 -0.16379 0.70098 -6.8006 6.8386 387 -0.12615 0.74235 -5.9164 5.9641 388 -0.77492E-01 0.76339 -4.9548 5.0139 389 -0.28259E-01 0.76408 -3.9666 4.0396 390 0.11114E-01 0.74443 -3.0027 3.0936 391 0.30189E-01 0.70444 -2.1139 2.2284 392 0.18527E-01 0.64412 -1.3511 1.4969 397 -0.16919 0.36192 -0.50658 0.64517 398 -0.23499 0.19957 -0.79382 0.85159 399 -0.24952 0.76374E-01 -1.5094 1.5318 400 -0.23057 -0.76506E-02 -2.5358 2.5463 401 -0.19597 -0.52507E-01 -3.7555 3.7610 402 -0.16353 -0.58197E-01 -5.0510 5.0540 403 -0.15105 -0.24718E-01 -6.3048 6.3067 408 -0.18299 0.13376 -8.2420 8.2452 409 -0.17683 0.21591 -8.8329 8.8373 410 -0.16346 0.29439 -9.1830 9.1891 411 -0.14847 0.36920 -9.3034 9.3119 412 -0.13743 0.44033 -9.2052 9.2167 413 -0.13594 0.50779 -8.8993 8.9148 414 -0.14958 0.57157 -8.3968 8.4176 419 -0.16957 0.68491 -6.8453 6.8816 420 -0.12509 0.71724 -5.8541 5.8992 421 -0.64929E-01 0.72868 -4.7978 4.8533 422 -0.35366E-02 0.71923 -3.7392 3.8077 423 0.44652E-01 0.68888 -2.7409 2.8265 424 0.65197E-01 0.63764 -1.8655 1.9726 425 0.43657E-01 0.56550 -1.1759 1.3055 430 -0.15877 0.28679 -0.73294 0.80291 431 -0.22060 0.13846 -1.1486 1.1778 432 -0.23582 0.27481E-01 -1.8881 1.9030
433 -0.22037 -0.46145E-01 -2.8582 2.8670 434 -0.19020 -0.82419E-01 -3.9653 3.9708 435 -0.16123 -0.81342E-01 -5.1162 5.1194
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 0 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UX UY UZ USUM 436 -0.14941 -0.42912E-01 -6.2175 6.2194 441 -0.17515 0.12100 -7.9157 7.9186 442 -0.16997 0.20437 -8.4412 8.4454 443 -0.15957 0.28298 -8.7642 8.7702 444 -0.14842 0.35683 -8.8965 8.9049 445 -0.14096 0.42592 -8.8501 8.8615 446 -0.14164 0.49024 -8.6369 8.6520 447 -0.15492 0.54980 -8.2688 8.2885 452 -0.17890 0.66229 -6.9707 7.0044 453 -0.14862 0.69976 -6.0412 6.0834 454 -0.10496 0.71702 -5.0298 5.0817 455 -0.58479E-01 0.71406 -3.9973 4.0610 456 -0.19734E-01 0.69088 -3.0042 3.0827 457 0.71428E-03 0.64748 -2.1113 2.2083 458 -0.76921E-02 0.58387 -1.3791 1.4976 463 -0.12178 0.38615 -0.73077 0.83544 464 -0.15135 0.28789 -0.81149 0.87424 465 -0.15383 0.20528 -1.0782 1.1083 466 -0.13880 0.13831 -1.4988 1.5116 467 -0.11585 0.86994E-01 -2.0410 2.0462 468 -0.94555E-01 0.51318E-01 -2.6727 2.6748 469 -0.84513E-01 0.31287E-01 -3.3615 3.3627 474 0.0000 0.0000 0.0000 0.0000 475 -0.28735E-01 0.38422 -0.57888 0.69538 476 0.15370E-01 0.43431E-03-0.31052E-01 0.34650E-01 477 0.16122E-01 0.47227E-02-0.88440E-01 0.90022E-01 478 0.68584E-02 0.17737E-01-0.16490 0.16599 479 -0.78232E-02 0.44350E-01-0.25316 0.25713 480 -0.23323E-01 0.89433E-01-0.34595 0.35809 481 -0.35041E-01 0.15786 -0.43602 0.46503 482 -0.38378E-01 0.25450 -0.51608 0.57670 487 0.0000 0.0000 0.0000 0.0000
488 -0.34308E-01 0.56345 -0.76517 0.95086 489 0.15573E-02-0.51803E-01-0.33569E-01 0.61748E-01 490 -0.55049E-02-0.19160 -0.95853E-01 0.21431 491 -0.17712E-01-0.35794 -0.18136 0.40166 492 -0.31589E-01-0.48935 -0.28461 0.56698
***** POST1 NODAL DEGREE OF FREEDOM LISTING *****
LOAD STEP= 0 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN GLOBAL COORDINATES
NODE UX UY UZ USUM 493 -0.43662E-01-0.52438 -0.40011 0.66104 494 -0.50456E-01-0.40157 -0.52236 0.66080 495 -0.48496E-01-0.59441E-01-0.64587 0.65041 500 0.0000 0.0000 0.0000 0.0000 501 -0.34408E-01 0.47247 -0.73454 0.87405 502 0.88357E-02-0.33264E-01-0.32580E-01 0.47392E-01 503 0.61647E-02-0.11680 -0.94335E-01 0.15026 504 -0.41363E-02-0.21228 -0.17914 0.27780 505 -0.18191E-01-0.28139 -0.28087 0.39799 506 -0.32122E-01-0.28579 -0.39340 0.48731 507 -0.42052E-01-0.18717 -0.51061 0.54545 508 -0.44107E-01 0.52812E-01-0.62636 0.63013 513 0.0000 0.0000 0.0000 0.0000 514 -0.55513E-01 0.50005 -0.86829 1.0035 515 0.28480E-01-0.43386E-01-0.27626E-01 0.58793E-01 516 0.53878E-01-0.12883 -0.67248E-01 0.15500 517 0.72676E-01-0.22019 -0.12443 0.26315 518 0.81354E-01-0.28128 -0.20473 0.35728 519 0.76393E-01-0.27597 -0.31370 0.42474 520 0.54274E-01-0.16808 -0.45691 0.48986 521 0.11479E-01 0.78540E-01-0.63992 0.64483
MAXIMUM ABSOLUTE VALUES
NODE 399 123 248 248 VALUE -0.24952 0.89097 -9.9727 10.002
2、雨篷钢结构ANSYS支座计算结果:
PRINT REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES
NODE FX FY FZ MX MY MZ 1 44.484 46.679 -4340.9 8313.4 0.82427E+07 0.10329E+06
26 -7866.6 -10.422 -4435.0 0.51342E-02 0.36825E+07 35949. 51 -9.0277 38.016 -8773.4 -8047.3 0.16758E+08 66197. 76 26.304 58.078 -8772.6 8086.2 0.16749E+08 0.11364E+06
101 -8288.1 -105.86 -4313.9 5761.7 0.43878E+07 -41117. 126 -32.967 39.768 -8663.6 -9756.9 0.16459E+08 65107. 151 23.882 55.805 -8870.9 7794.6 0.17027E+08 0.11134E+06
176 -8403.5 -135.91 -4268.2 2955.7 0.43034E+07 -73513. 201 -53.544 44.962 -8517.8 -10244. 0.16050E+08 69188. 226 7.6677 53.095 -8911.2 6858.0 0.17140E+08 0.10724E+06
251 -9160.7 -58.498 -3593.9 4262.1 0.36995E+07 1.8533 276 -79.720 37.215 -4249.2 -9348.3 0.79966E+07 63667. 474 7853.4 -0.28928 -4976.7 -81551. 0.68909E+06-0.12660E+06
487 8287.5 -27.591 -5250.2 -0.25213E+06 0.57640E+06-0.42566E+06
500 8438.8 -17.211 -5346.3 -0.28486E+06 0.54191E+06-0.46146E+06
513 9212.0 -17.845 -5828.4 -0.18013E+06-0.74389E+06-0.30054E+06
TOTAL VALUES
VALUE -0.22957E-07-0.78089E-08 -99112. -0.79204E+06
0.13356E+09-0.69328E+06