ВКР Поплавский ПЗ (1052688), страница 16
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Усилия и перемещения сборной железобетонной тоннельной обделки тип 2 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 | -501.996 | 7.183 | -3.295 |
| 2 | 2 | 49.130 | 42.172 | -480.225 | 6.879 | -7.320 |
| 3 | 3 | 49.673 | 41.406 | -522.532 | 7.103 | 0.789 |
| 4 | 4 | 50.006 | 41.073 | -541.485 | 6.693 | 4.768 |
| 5 | 5 | 50.373 | 40.780 | -558.502 | 5.890 | 8.447 |
| 6 | 6 | 48.926 | 42.595 | -457.722 | 6.293 | -11.097 |
| 7 | 7 | 48.613 | 43.965 | -389.992 | 2.386 | -19.384 |
| 8 | 8 | 48.770 | 45.361 | -330.344 | -3.443 | -19.921 |
| 9 | 9 | 48.613 | 44.435 | -368.794 | 0.549 | -20.570 |
| 10 | 10 | 48.926 | 45.805 | -313.503 | -5.386 | -17.992 |
| 11 | 11 | 51.195 | 48.074 | -244.957 | -5.626 | 14.528 |
| 12 | 12 | 50.772 | 47.870 | -250.584 | -7.811 | 9.878 |
| 13 | 13 | 50.373 | 47.620 | -257.503 | -9.463 | 4.517 |
| 14 | 14 | 49.130 | 46.228 | -298.724 | -7.079 | -15.031 |
| 15 | 15 | 49.380 | 46.627 | -286.089 | -9.094 | -11.160 |
| 16 | 16 | 54.405 | 40.326 | -583.367 | -7.921 | 11.674 |
| 17 | 17 | 54.828 | 40.530 | -570.877 | -8.998 | 8.407 |
| 18 | 18 | 53.961 | 40.170 | -593.187 | -6.534 | 14.380 |
| 19 | 19 | 55.227 | 40.780 | -555.757 | -9.786 | 4.703 |
| 20 | 20 | 55.927 | 41.406 | -519.033 | -10.209 | -3.343 |
| 21 | 21 | 56.220 | 41.773 | -498.127 | -9.867 | -7.348 |
| 22 | 22 | 52.098 | 40.066 | -600.795 | 0.202 | 17.569 |
| 23 | 23 | 52.565 | 40.013 | -603.564 | -1.537 | 17.953 |
| 24 | 24 | 53.502 | 40.066 | -600.017 | -4.847 | 16.392 |
| 25 | 25 | 51.195 | 40.326 | -585.208 | 3.553 | 14.387 |
| 26 | 26 | 52.565 | 48.387 | -236.615 | 1.460 | 22.700 |
| 27 | 27 | 53.502 | 48.334 | -237.291 | 5.741 | 22.655 |
| 28 | 28 | 53.035 | 48.387 | -236.329 | 3.340 | 23.120 |
| 29 | 29 | 56.470 | 42.172 | -476.115 | -9.112 | -11.103 |
| 30 | 30 | 56.674 | 45.805 | -309.299 | 7.199 | -14.907 |
| 31 | 31 | 56.470 | 46.228 | -294.595 | 9.113 | -11.151 |
| 32 | 32 | 56.220 | 46.627 | -282.015 | 11.580 | -6.339 |
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| 33 | 33 | 55.227 | 47.620 | -254.930 | 13.315 | 9.830 |
| 34 | 34 | 55.594 | 47.327 | -262.293 | 13.260 | 4.463 |
| 35 | 35 | 54.828 | 47.870 | -248.552 | 11.969 | 14.497 |
| 36 | 36 | 53.961 | 48.230 | -240.215 | 8.405 | 21.044 |
| 37 | 37 | 55.927 | 46.994 | -270.969 | 13.000 | -0.955 |
| 38 | 38 | 51.639 | 40.170 | -594.476 | 1.970 | 16.380 |
| 39 | 39 | 56.987 | 43.965 | -385.323 | -2.606 | -20.524 |
| 40 | 40 | 56.987 | 44.435 | -364.112 | -0.249 | -20.704 |
| 41 | 41 | 56.830 | 45.361 | -325.816 | 4.790 | -17.873 |
| 42 | 42 | 52.098 | 48.334 | -238.162 | -1.091 | 21.093 |
| 43 | 43 | 50.006 | 47.327 | -265.065 | -9.482 | -0.776 |
| 44 | 44 | 56.934 | 44.902 | -344.225 | 2.265 | -19.822 |
| 45 | 45 | 54.405 | 48.074 | -243.241 | 9.935 | 18.151 |
| 46 | 46 | 56.934 | 43.498 | -407.505 | -4.788 | -19.359 |
| 47 | 47 | 56.830 | 43.039 | -430.361 | -6.638 | -17.290 |
| 48 | 48 | 53.035 | 40.013 | -603.295 | -3.140 | 17.581 |
| 49 | 49 | 56.674 | 42.595 | -453.402 | -8.051 | -14.470 |
| 50 | 50 | 48.666 | 44.902 | -348.788 | -1.402 | -20.767 |
| 51 | 51 | 48.666 | 43.498 | -412.117 | 4.024 | -17.303 |
| 52 | 52 | 48.770 | 43.039 | -434.880 | 5.331 | -14.485 |
| 53 | 53 | 50.772 | 40.530 | -573.235 | 4.821 | 11.689 |
| 54 | 54 | 55.594 | 41.073 | -538.377 | -10.198 | 0.727 |
| 55 | 55 | 51.639 | 48.230 | -241.529 | -3.874 | 18.203 |
| 56 | 56 | 49.673 | 46.994 | -274.467 | -10.022 | -6.235 |
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