ВКР Поплавский ПЗ (1052688), страница 15
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Усилия и перемещения сборной чугунной тоннельной обделки тип 1 при загружении расчетной схемы на 2 участке в программе Midas GTS NX
| № | № элемента | X, м | Y, м | Значение эпюры нормальных сил, кН | Значение эпюры перерезывающих сил, кН | Значение эпюры изгибающих моментов, кН*м |
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| 1 | 1 | 49.380 | 41.773 | -478.784 | 3.745 | -1.419 |
| 2 | 2 | 49.130 | 42.172 | -456.042 | 3.643 | -3.495 |
| 3 | 3 | 49.673 | 41.406 | -500.280 | 3.643 | 0.656 |
| 4 | 4 | 50.006 | 41.073 | -520.163 | 3.407 | 2.663 |
| 5 | 5 | 50.373 | 40.780 | -538.058 | 2.958 | 4.495 |
| 6 | 6 | 48.926 | 42.595 | -432.595 | 3.453 | -5.471 |
| 7 | 7 | 48.613 | 43.965 | -362.399 | 1.780 | -10.187 |
| 8 | 8 | 48.770 | 45.361 | -301.494 | -1.283 | -11.287 |
| 9 | 9 | 48.613 | 44.435 | -340.610 | 0.878 | -11.056 |
| 10 | 10 | 48.926 | 45.805 | -284.610 | -2.432 | -10.534 |
| 11 | 11 | 51.195 | 48.074 | -221.194 | -4.133 | 8.323 |
| 12 | 12 | 50.772 | 47.870 | -225.803 | -5.503 | 5.259 |
| 13 | 13 | 50.373 | 47.620 | -231.792 | -6.336 | 1.835 |
| 14 | 14 | 49.130 | 46.228 | -270.041 | -3.480 | -9.182 |
| 15 | 15 | 49.380 | 46.627 | -257.905 | -5.193 | -7.283 |
| 16 | 16 | 54.405 | 40.326 | -565.333 | -3.923 | 6.103 |
| 17 | 17 | 54.828 | 40.530 | -552.394 | -4.457 | 4.475 |
| 18 | 18 | 53.961 | 40.170 | -575.473 | -3.222 | 7.453 |
| 19 | 19 | 55.227 | 40.780 | -536.708 | -4.877 | 2.618 |
| 20 | 20 | 55.927 | 41.406 | -498.590 | -5.142 | -1.449 |
| 21 | 21 | 56.220 | 41.773 | -476.895 | -5.040 | -3.511 |
| 22 | 22 | 52.098 | 40.066 | -582.854 | 0.070 | 9.000 |
| 23 | 23 | 52.565 | 40.013 | -585.904 | -0.778 | 9.172 |
| 24 | 24 | 53.502 | 40.066 | -582.480 | -2.322 | 8.452 |
| 25 | 25 | 51.195 | 40.326 | -566.245 | 1.804 | 7.450 |
| 26 | 26 | 52.565 | 48.387 | -215.352 | 0.678 | 13.975 |
| 27 | 27 | 53.502 | 48.334 | -215.901 | 3.559 | 13.931 |
| 28 | 28 | 53.035 | 48.387 | -215.196 | 1.701 | 14.194 |
| 29 | 29 | 56.470 | 42.172 | -454.060 | -4.724 | -5.475 |
| 30 | 30 | 56.674 | 45.805 | -282.638 | 3.370 | -9.055 |
| 31 | 31 | 56.470 | 46.228 | -267.993 | 4.374 | -7.256 |
| 32 | 32 | 56.220 | 46.627 | -255.751 | 6.306 | -4.598 |
| 33 | 33 | 55.227 | 47.620 | -230.587 | 8.206 | 5.226 |
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| 34 | 34 | 55.594 | 47.327 | -237.075 | 7.735 | 1.801 |
| 35 | 35 | 54.828 | 47.870 | -224.908 | 7.521 | 8.296 |
| 36 | 36 | 53.961 | 48.230 | -218.327 | 5.483 | 12.786 |
| 37 | 37 | 55.927 | 46.994 | -245.122 | 7.466 | -1.441 |
| 38 | 38 | 51.639 | 40.170 | -576.092 | 0.992 | 8.435 |
| 39 | 39 | 56.987 | 43.965 | -360.146 | -1.876 | -11.039 |
| 40 | 40 | 56.987 | 44.435 | -338.332 | -0.724 | -11.410 |
| 41 | 41 | 56.830 | 45.361 | -299.266 | 1.980 | -10.436 |
| 42 | 42 | 52.098 | 48.334 | -216.382 | -1.301 | 12.831 |
| 43 | 43 | 50.006 | 47.327 | -238.243 | -5.781 | -1.290 |
| 44 | 44 | 56.934 | 44.902 | -317.986 | 0.597 | -11.220 |
| 45 | 45 | 54.405 | 48.074 | -220.427 | 6.208 | 10.722 |
| 46 | 46 | 56.934 | 43.498 | -383.036 | -2.911 | -10.186 |
| 47 | 47 | 56.830 | 43.039 | -406.671 | -3.735 | -8.905 |
| 48 | 48 | 53.035 | 40.013 | -585.769 | -1.477 | 9.014 |
| 49 | 49 | 56.674 | 42.595 | -430.520 | -4.303 | -7.295 |
| 50 | 50 | 48.666 | 44.902 | -320.167 | -0.131 | -11.439 |
| 51 | 51 | 48.666 | 43.498 | -385.264 | 2.537 | -8.902 |
| 52 | 52 | 48.770 | 43.039 | -408.867 | 3.076 | -7.304 |
| 53 | 53 | 50.772 | 40.530 | -553.584 | 2.411 | 6.103 |
| 54 | 54 | 55.594 | 41.073 | -518.663 | -5.109 | 0.614 |
| 55 | 55 | 51.639 | 48.230 | -218.967 | -3.282 | 10.767 |
| 56 | 56 | 49.673 | 46.994 | -246.827 | -6.105 | -4.525 |
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