ПЗ ВКР КОВЫНЦЕВ 45М (1052853), страница 9
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в породах крепостью f=0.8 при расчете на особое сочетание нагрузок.
| Усилия | ||||
| № элем | № сечен | N (т) | My (т*м) | Qz (т) |
| 1 | 1 | -195.730 | 42.4191 | -25.1799 |
| 1 | 2 | -195.730 | 8.44657 | -25.1799 |
| 2 | 1 | -195.818 | 8.44657 | -34.7783 |
| 2 | 2 | -195.818 | -38.4438 | -34.7783 |
| 3 | 1 | -197.920 | -38.4438 | -26.8461 |
| 3 | 2 | -197.920 | -74.5904 | -26.8461 |
| 4 | 1 | -194.373 | -74.5904 | -4.37026 |
| 4 | 2 | -194.373 | -80.4710 | -4.37026 |
| 5 | 1 | -177.171 | -80.4710 | 24.8390 |
| 5 | 2 | -177.171 | -47.0661 | 24.8390 |
| 6 | 1 | -150.627 | -47.0661 | 36.0291 |
| 6 | 2 | -150.627 | 1.28756 | 36.0291 |
| 7 | 1 | -125.046 | 1.28756 | 30.0886 |
| 7 | 2 | -125.046 | 41.6698 | 30.0886 |
| 8 | 1 | -109.463 | 41.6698 | 10.9177 |
| 8 | 2 | -109.463 | 56.3525 | 10.9177 |
| 9 | 1 | -109.463 | 56.3525 | -10.9176 |
| 9 | 2 | -109.463 | 41.6698 | -10.9176 |
| 10 | 1 | -125.046 | 41.6698 | -30.0886 |
| 10 | 2 | -125.046 | 1.28756 | -30.0886 |
| 11 | 1 | -150.627 | 1.28756 | -36.0291 |
| 11 | 2 | -150.627 | -47.0661 | -36.0291 |
| 12 | 1 | -177.171 | -47.0661 | -24.8401 |
| 12 | 2 | -177.171 | -80.4710 | -24.8401 |
| 13 | 1 | -194.373 | -80.4710 | 4.37164 |
| 13 | 2 | -194.373 | -74.5904 | 4.37164 |
| 14 | 1 | -197.920 | -74.5904 | 26.8461 |
| 14 | 2 | -197.920 | -38.4438 | 26.8461 |
| 15 | 1 | -195.818 | -38.4438 | 34.7783 |
| 15 | 2 | -195.818 | 8.44657 | 34.7783 |
| 16 | 1 | -195.730 | 8.44657 | 25.1799 |
| 16 | 2 | -195.730 | 42.4191 | 25.1799 |
Таблица А.3 – Усилия в обделке существующего тоннеля
в породах крепостью f=1.5 при расчете на основное сочетание нагрузок.
| Усилия | ||||
| № элем | № сечен | N (т) | My (т*м) | Qz (т) |
| 1 | 1 | -108.967 | -0.785212 | 5.58538 |
| 1 | 2 | -108.967 | 4.44543 | 3.01671 |
| 2 | 1 | -108.298 | 4.44543 | -1.55642 |
| 2 | 2 | -108.298 | 2.48484 | -3.69834 |
| 3 | 1 | -107.457 | 2.48484 | 1.27978 |
| 3 | 2 | -107.457 | -0.000436 | -10.7072 |
| 4 | 1 | -104.860 | -0.000436 | 1.94019 |
| 4 | 2 | -104.860 | -7.65264 | -20.2855 |
| 5 | 1 | -101.090 | -7.65264 | -3.04805 |
| 5 | 2 | -101.090 | -11.7518 | -3.04805 |
| 6 | 1 | -91.3285 | -11.7518 | 6.03598 |
| 6 | 2 | -91.3285 | -3.65111 | 6.03598 |
| 7 | 1 | -81.0141 | -3.65111 | 7.36135 |
| 7 | 2 | -81.0141 | 6.22862 | 7.36135 |
| 8 | 1 | -74.5584 | 6.22862 | 2.72526 |
| 8 | 2 | -74.5584 | 9.89370 | 2.72526 |
| 9 | 1 | -74.5584 | 9.89370 | -2.72520 |
| 9 | 2 | -74.5584 | 6.22862 | -2.72520 |
| 10 | 1 | -81.0141 | 6.22862 | -7.36129 |
| 10 | 2 | -81.0141 | -3.65111 | -7.36129 |
| 11 | 1 | -91.3285 | -3.65111 | -6.03593 |
| 11 | 2 | -91.3285 | -11.7518 | -6.03593 |
| 12 | 1 | -101.090 | -11.7518 | 3.04746 |
| 12 | 2 | -101.090 | -7.65264 | 3.04746 |
| 13 | 1 | -104.860 | -7.65264 | 20.2862 |
| 13 | 2 | -104.860 | -0.000436 | -1.93983 |
| 14 | 1 | -107.457 | -0.000436 | 10.7068 |
| 14 | 2 | -107.457 | 2.48484 | -1.27981 |
| 15 | 1 | -108.298 | 2.48484 | 3.69830 |
| 15 | 2 | -108.298 | 4.44543 | 1.55646 |
| 16 | 1 | -108.967 | 4.44543 | -3.01668 |
| 16 | 2 | -108.967 | -0.785212 | -5.58535 |
Таблица А.4 – Усилия в обделке существующего тоннеля
в породах крепостью f=1.5 при расчете на особое сочетание нагрузок.
| Усилия | ||||
| № элем | № сечен | N (т) | My (т*м) | Qz (т) |
| 1 | 1 | -115.440 | -0.789402 | 5.85046 |
| 1 | 2 | -115.440 | 4.56242 | 2.91333 |
| 2 | 1 | -114.580 | 4.56242 | -1.36471 |
| 2 | 2 | -114.580 | 2.56390 | -4.09411 |
| 3 | 1 | -113.486 | 2.56390 | 1.70165 |
| 3 | 2 | -113.486 | 0.107836 | -11.4316 |
| 4 | 1 | -110.571 | 0.107836 | 2.40716 |
| 4 | 2 | -110.571 | -8.00700 | -22.0314 |
| 5 | 1 | -106.448 | -8.00700 | -3.49979 |
| 5 | 2 | -106.448 | -12.7137 | -3.49979 |
| 6 | 1 | -96.0765 | -12.7137 | 6.43961 |
| 6 | 2 | -96.0765 | -4.07128 | 6.43961 |
| 7 | 1 | -85.0134 | -4.07128 | 8.03280 |
| 7 | 2 | -85.0134 | 6.70960 | 8.03280 |
| 8 | 1 | -77.9971 | 6.70960 | 2.97081 |
| 8 | 2 | -77.9971 | 10.7049 | 2.97081 |
| 9 | 1 | -77.9971 | 10.7049 | -2.97075 |
| 9 | 2 | -77.9971 | 6.70969 | -2.97075 |
| 10 | 1 | -85.0134 | 6.70969 | -8.03274 |
| 10 | 2 | -85.0134 | -4.07128 | -8.03274 |
| 11 | 1 | -96.0765 | -4.07128 | -6.43956 |
| 11 | 2 | -96.0765 | -12.7137 | -6.43956 |
| 12 | 1 | -106.448 | -12.7137 | 3.49917 |
| 12 | 2 | -106.448 | -8.00700 | 3.49917 |
| 13 | 1 | -110.571 | -8.00700 | 22.0322 |
| 13 | 2 | -110.571 | 0.107836 | -2.40678 |
| 14 | 1 | -113.486 | 0.107836 | 11.4311 |
| 14 | 2 | -113.486 | 2.56390 | -1.70168 |
| 15 | 1 | -114.580 | 2.56390 | 4.09406 |
| 15 | 2 | -114.580 | 4.56242 | 1.36475 |
| 16 | 1 | -115.440 | 4.56242 | -2.91330 |
| 16 | 2 | -115.440 | -0.789402 | -5.85043 |
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