ВКР Поплавский ПЗ (1052688), страница 14
Текст из файла (страница 14)
ПРИЛОЖЕНИЕ Е
Усилия сборной железобетонной тоннельной обделки тип 2 при загружении расчётной схемы на 1 участке в программе Midas GTS NX 2016
| № | № 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 | -757.965 | 16.144 | -7.470 |
| 2 | 2 | 49.130 | 42.172 | -737.472 | 15.075 | -15.716 |
| 3 | 3 | 49.673 | 41.406 | -777.361 | 16.480 | 1.031 |
| 4 | 4 | 50.006 | 41.073 | -795.356 | 16.032 | 9.409 |
| 5 | 5 | 50.373 | 40.780 | -811.521 | 14.783 | 17.276 |
| 6 | 6 | 48.926 | 42.595 | -716.301 | 13.200 | -23.352 |
| 7 | 7 | 48.613 | 43.965 | -653.436 | 3.682 | -38.951 |
| 8 | 8 | 48.770 | 45.361 | -599.315 | -8.180 | -38.382 |
| 9 | 9 | 48.613 | 44.435 | -634.016 | -0.239 | -40.747 |
| 10 | 10 | 48.926 | 45.805 | -584.453 | -11.819 | -34.223 |
| 11 | 11 | 51.195 | 48.074 | -531.980 | -14.365 | 26.810 |
| 12 | 12 | 50.772 | 47.870 | -534.773 | -17.280 | 17.701 |
| 13 | 13 | 50.373 | 47.620 | -538.759 | -19.013 | 7.841 |
| 14 | 14 | 49.130 | 46.228 | -571.501 | -14.958 | -28.231 |
| 15 | 15 | 49.380 | 46.627 | -560.514 | -17.383 | -20.650 |
| 16 | 16 | 54.405 | 40.326 | -835.336 | -14.581 | 24.377 |
| 17 | 17 | 54.828 | 40.530 | -823.353 | -16.879 | 17.398 |
| 18 | 18 | 53.961 | 40.170 | -844.707 | -11.507 | 30.220 |
| 19 | 19 | 55.227 | 40.780 | -808.927 | -18.683 | 9.503 |
| 20 | 20 | 55.927 | 41.406 | -773.995 | -19.698 | -7.430 |
| 21 | 21 | 56.220 | 41.773 | -754.215 | -18.933 | -15.705 |
| 22 | 22 | 52.098 | 40.066 | -851.996 | 3.351 | 37.189 |
| 23 | 23 | 52.565 | 40.013 | -854.648 | -0.453 | 38.084 |
| 24 | 24 | 53.502 | 40.066 | -851.241 | -7.931 | 34.574 |
| 25 | 25 | 51.195 | 40.326 | -837.037 | 10.274 | 30.147 |
| 26 | 26 | 52.565 | 48.387 | -528.202 | -0.339 | 44.303 |
| 27 | 27 | 53.502 | 48.334 | -528.043 | 10.288 | 44.277 |
| 28 | 28 | 53.035 | 48.387 | -527.928 | 5.097 | 45.570 |
| 29 | 29 | 56.470 | 42.172 | -733.430 | -17.382 | -23.355 |
| 30 | 30 | 56.674 | 45.805 | -580.121 | 13.620 | -28.258 |
| 31 | 31 | 56.470 | 46.228 | -567.409 | 17.227 | -20.681 |
| 32 | 32 | 56.220 | 46.627 | -556.716 | 20.102 | -11.855 |
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| 33 | 33 | 55.227 | 47.620 | -536.041 | 22.854 | 17.675 |
| 34 | 34 | 55.594 | 47.327 | -541.116 | 23.035 | 7.816 |
| 35 | 35 | 54.828 | 47.870 | -532.501 | 21.404 | 26.786 |
| 36 | 36 | 53.961 | 48.230 | -528.720 | 14.911 | 40.525 |
| 37 | 37 | 55.927 | 46.994 | -547.939 | 22.056 | -2.206 |
| 38 | 38 | 51.639 | 40.170 | -845.920 | 7.016 | 34.518 |
| 39 | 39 | 56.987 | 43.965 | -648.778 | -3.953 | -40.768 |
| 40 | 40 | 56.987 | 44.435 | -629.365 | 0.504 | -40.593 |
| 41 | 41 | 56.830 | 45.361 | -594.830 | 9.477 | -34.249 |
| 42 | 42 | 52.098 | 48.334 | -528.850 | -5.617 | 40.564 |
| 43 | 43 | 50.006 | 47.327 | -544.233 | -19.507 | -2.174 |
| 44 | 44 | 56.934 | 44.902 | -611.296 | 5.040 | -38.405 |
| 45 | 45 | 54.405 | 48.074 | -530.161 | 18.700 | 34.568 |
| 46 | 46 | 56.934 | 43.498 | -669.255 | -8.161 | -38.969 |
| 47 | 47 | 56.830 | 43.039 | -690.476 | -11.906 | -35.311 |
| 48 | 48 | 53.035 | 40.013 | -854.400 | -4.194 | 37.216 |
| 49 | 49 | 56.674 | 42.595 | -712.025 | -15.031 | -30.010 |
| 50 | 50 | 48.666 | 44.902 | -615.898 | -4.255 | -40.572 |
| 51 | 51 | 48.666 | 43.498 | -673.831 | 7.369 | -35.295 |
| 52 | 52 | 48.770 | 43.039 | -694.933 | 10.602 | -29.994 |
| 53 | 53 | 50.772 | 40.530 | -825.558 | 12.817 | 24.283 |
| 54 | 54 | 55.594 | 41.073 | -792.359 | -19.578 | 1.109 |
| 55 | 55 | 51.639 | 48.230 | -530.056 | -10.398 | 34.601 |
| 56 | 56 | 49.673 | 46.994 | -551.428 | -18.913 | -11.821 |
ПРИЛОЖЕНИЕ Ж
![](https://s.studizba.com/z.php?f=/templates/si/i/noavatar.png&w=100&h=100&t=1"){kind=avatar}
