Антиплагиат (1052687), страница 11
Текст из файла (страница 11)
ВЕС + ГОРИЗ. + ВЕРТИК. + ДАВЛЕНИЕ ВОДЫ || X -1.0774 -.05407 -.28229 || Z -.21026 -.55328 -.56101 || UY -.10661 -.05660 -.15513 |-----------------------------------------------------------------------------------------| 21* 22 23 24 25 26 27 28 29 30* |------------------------------------------------------------------------------------------| 4 - СОБСТВ. ВЕС + ГОРИЗ. + ВЕРТИК. + ДАВЛЕНИЕ ВОДЫ || X -.86861 .01587 || Z -.38794 -.05297 || UY -.18447 .02541 |-----------------------------------------------------------------------------------------| 31 32 33 34 35 36* 37 38* 39 40 |-----------------------------------------------------------------------------------------| 4 - СОБСТВ. ВЕС + ГОРИЗ.
+ ВЕРТИК. + ДАВЛЕНИЕ ВОДЫ || X .03083 .01587 || Z -.10828 -.05297 || UY .04337 .02541 |-----------------------------------------------------------------------------------------| 41* 42* 43* 44* 45* 46* 47* 48* 49 50* |-----------------------------------------------------------------------------------------| 4 - СОБСТВ. ВЕС + ГОРИЗ. + ВЕРТИК.
+ ДАВЛЕНИЕ ВОДЫ || X -1.0774 -.57815 .07018 .10906 .10356 .08452 .06522 .04770 .03083 || Z -.21026 -.50823 -.50464 -.43684 -.36478 -.29504 -.22914 -.16695 -.00921 -.10828 || UY -.10661 -.20423 .04008 .09324 .10369 .09168 .07396 .05785 .04337 |-----------------------------------------------------------------------------------------| 51* 52* 53* 54* 55* 56* |-----------------------------------------------------------------------------------------| 4 - СОБСТВ.
ВЕС + ГОРИЗ. + ВЕРТИК. + ДАВЛЕНИЕ ВОДЫ || X .04770 .06522 .08452 .10356 .10906 .07018 || Z -.16695 -.22914 -.29504 -.36478 -.43684 -.50464 || UY .05785 .07396 .09168 .10369 .09324 .04008 |-----------------------------------------------------------------------------------------ПРИЛОЖЕНИЕ ДУсилия сборной чугунной тоннельной обделки тип 1 при загружениирасчётной схемы на 1 участке в программе Midas GTS NXNoNoэлементаX, м Y, мЗначениеэпюрынормальныхсил N, кНЗначение эпюрыперерезывающихсил Q, кНЗначениеэпюрыизгибающихмоментов M,кН*м12345671 1 49.380 41.773 -743.911 13.067 -5.1012 2 49.130 42.172 -722.257 12.361 -11.5673 3 49.673 41.406 -764.470 13.246 1.4984 4 50.006 41.073 -783.593 12.847 7.9505 5 50.373 40.780 -800.814 11.849 13.9706 6 48.926 42.595 -699.960 11.023 -17.6507 7 48.613 43.965 -634.268 3.800 -30.7168 8 48.770 45.361 -578.842 -5.879 -31.5329 9 48.613 44.435 -614.200 0.698 -32.53610 10 48.926 45.805 -564.004 -9.060 -28.61311 11 51.195 48.074 -517.769 -13.821 21.68812 12 50.772 47.870 -519.276 -16.050 13.65613 13 50.373 47.620 -522.004 -17.118 5.15514 14 49.130 46.228 -551.327 -11.940 -24.14015 15 49.380 46.627 -540.863 -14.330 -18.25516 16 54.405 40.326 -827.337 -10.489 19.37817 17 54.828 40.530 -814.766 -12.269 14.07118 18 53.961 40.170 -837.120 -8.101 23.82019 19 55.227 40.780 -799.618 -13.770 8.02520 20 55.927 41.406 -762.912 -14.846 -5.07221 21 56.220 41.773 -742.141 -14.455 -11.56822 22 52.098 40.066 -844.246 3.143 29.08823 23 52.565 40.013 -847.220 0.278 29.75824 24 53.502 40.066 -843.894 -5.351 27.11825 25 51.195 40.326 -828.118 8.413 23.76826 26 52.565 48.387 -516.706 -1.364 37.61127 27 53.502 48.334 -516.363 8.499 37.58628 28 53.035 48.387 -516.567 3.702 38.79129 29 56.470 42.172 -720.336 -13.497 -17.66430 30 56.674 45.805 -561.908 9.940 -24.15331 31 56.470 46.228 -549.354 13.042 -18.27132 32 56.220 46.627 -539.046 15.654 -11.21033 33 55.227 47.620 -520.695 18.979 13.64834 34 55.594 47.327 -524.830 18.768 5.149123456735 35 54.828 47.870 -518.186 18.048 21.67736 36 53.961 48.230 -516.359 12.656 34.11537 37 55.927 46.994 -530.857 17.582 -3.28838 38 51.639 40.170 -837.664 5.924 27.07739 39 56.987 43.965 -632.023 -3.927 -32.55840 40 56.987 44.435 -611.964 -0.559 -32.85141 41 56.830 45.361 -576.683 6.512 -28.62842 42 52.098 48.334 -516.767 -6.222 34.14943 43 50.006 47.327 -526.322 -17.045 -3.27644 44 56.934 44.902 -593.422 2.961 -31.54645 45 54.405 48.074 -516.874 15.909 28.67246 46 56.934 43.498 -653.280 -7.038 -30.73847 47 56.830 43.039 -675.396 -9.738 -27.51448 48 53.035 40.013 -847.108 -2.524 29.10749 49 56.674 42.595 -697.916 -11.929 -23.07650 50 48.666 44.902 -595.640 -2.576 -32.83551 51 48.666 43.498 -655.472 6.660 -27.48952 52 48.770 43.039 -677.527 9.113 -23.04853 53 50.772 40.530 -815.813 10.330 19.30854 54 55.594 41.073 -782.207 -14.577 1.56155 55 51.639 48.230 -517.030 -10.479 28.69556 56 49.673 46.994 -532.530 -16.049 -11.194ПРИЛОЖЕНИЕ ЕУсилия сборной железобетонной тоннельной обделки тип 2 призагружении расчётной схемы на 1 участке в программе Midas GTS NX2016NoNoэлементаX, м Y, мЗначениеэпюрынормальныхсил, кНЗначение эпюрыперерезывающихсил, кНЗначениеэпюрыизгибающихмоментов,кН*м12345671 1 49.380 41.773 -757.965 16.144 -7.4702 2 49.130 42.172 -737.472 15.075 -15.7163 3 49.673 41.406 -777.361 16.480 1.0314 4 50.006 41.073 -795.356 16.032 9.4095 5 50.373 40.780 -811.521 14.783 17.2766 6 48.926 42.595 -716.301 13.200 -23.3527 7 48.613 43.965 -653.436 3.682 -38.9518 8 48.770 45.361 -599.315 -8.180 -38.3829 9 48.613 44.435 -634.016 -0.239 -40.74710 10 48.926 45.805 -584.453 -11.819 -34.22311 11 51.195 48.074 -531.980 -14.365 26.81012 12 50.772 47.870 -534.773 -17.280 17.70113 13 50.373 47.620 -538.759 -19.013 7.84114 14 49.130 46.228 -571.501 -14.958 -28.23115 15 49.380 46.627 -560.514 -17.383 -20.65016 16 54.405 40.326 -835.336 -14.581 24.37717 17 54.828 40.530 -823.353 -16.879 17.39818 18 53.961 40.170 -844.707 -11.507 30.22019 19 55.227 40.780 -808.927 -18.683 9.50320 20 55.927 41.406 -773.995 -19.698 -7.43021 21 56.220 41.773 -754.215 -18.933 -15.70522 22 52.098 40.066 -851.996 3.351 37.18923 23 52.565 40.013 -854.648 -0.453 38.08424 24 53.502 40.066 -851.241 -7.931 34.57425 25 51.195 40.326 -837.037 10.274 30.14726 26 52.565 48.387 -528.202 -0.339 44.30327 27 53.502 48.334 -528.043 10.288 44.27728 28 53.035 48.387 -527.928 5.097 45.57029 29 56.470 42.172 -733.430 -17.382 -23.35530 30 56.674 45.805 -580.121 13.620 -28.25831 31 56.470 46.228 -567.409 17.227 -20.68132 32 56.220 46.627 -556.716 20.102 -11.855123456733 33 55.227 47.620 -536.041 22.854 17.67534 34 55.594 47.327 -541.116 23.035 7.81635 35 54.828 47.870 -532.501 21.404 26.78636 36 53.961 48.230 -528.720 14.911 40.52537 37 55.927 46.994 -547.939 22.056 -2.20638 38 51.639 40.170 -845.920 7.016 34.51839 39 56.987 43.965 -648.778 -3.953 -40.76840 40 56.987 44.435 -629.365 0.504 -40.59341 41 56.830 45.361 -594.830 9.477 -34.24942 42 52.098 48.334 -528.850 -5.617 40.56443 43 50.006 47.327 -544.233 -19.507 -2.17444 44 56.934 44.902 -611.296 5.040 -38.40545 45 54.405 48.074 -530.161 18.700 34.56846 46 56.934 43.498 -669.255 -8.161 -38.96947 47 56.830 43.039 -690.476 -11.906 -35.31148 48 53.035 40.013 -854.400 -4.194 37.21649 49 56.674 42.595 -712.025 -15.031 -30.01050 50 48.666 44.902 -615.898 -4.255 -40.57251 51 48.666 43.498 -673.831 7.369 -35.29552 52 48.770 43.039 -694.933 10.602 -29.99453 53 50.772 40.530 -825.558 12.817 24.28354 54 55.594 41.073 -792.359 -19.578 1.10955 55 51.639 48.230 -530.056 -10.398 34.60156 56 49.673 46.994 -551.428 -18.913 -11.821ПРИЛОЖЕНИЕ ЖУсилия и перемещения сборной чугунной тоннельной обделки тип 1при загружении расчетной схемы на 2 участке в программе Midas GTS NXNoNoэлементаX, м Y, мЗначениеэпюрынормальныхсил, кНЗначение эпюрыперерезывающихсил, кНЗначениеэпюрыизгибающихмоментов,кН*м12345671 1 49.380 41.773 -478.784 3.745 -1.4192 2 49.130 42.172 -456.042 3.643 -3.4953 3 49.673 41.406 -500.280 3.643 0.6564 4 50.006 41.073 -520.163 3.407 2.6635 5 50.373 40.780 -538.058 2.958 4.4956 6 48.926 42.595 -432.595 3.453 -5.4717 7 48.613 43.965 -362.399 1.780 -10.1878 8 48.770 45.361 -301.494 -1.283 -11.2879 9 48.613 44.435 -340.610 0.878 -11.05610 10 48.926 45.805 -284.610 -2.432 -10.53411 11 51.195 48.074 -221.194 -4.133 8.32312 12 50.772 47.870 -225.803 -5.503 5.25913 13 50.373 47.620 -231.792 -6.336 1.83514 14 49.130 46.228 -270.041 -3.480 -9.18215 15 49.380 46.627 -257.905 -5.193 -7.28316 16 54.405 40.326 -565.333 -3.923 6.10317 17 54.828 40.530 -552.394 -4.457 4.47518 18 53.961 40.170 -575.473 -3.222 7.45319 19 55.227 40.780 -536.708 -4.877 2.61820 20 55.927 41.406 -498.590 -5.142 -1.44921 21 56.220 41.773 -476.895 -5.040 -3.51122 22 52.098 40.066 -582.854 0.070 9.00023 23 52.565 40.013 -585.904 -0.778 9.17224 24 53.502 40.066 -582.480 -2.322 8.45225 25 51.195 40.326 -566.245 1.804 7.45026 26 52.565 48.387 -215.352 0.678 13.97527 27 53.502 48.334 -215.901 3.559 13.93128 28 53.035 48.387 -215.196 1.701 14.19429 29 56.470 42.172 -454.060 -4.724 -5.47530 30 56.674 45.805 -282.638 3.370 -9.05531 31 56.470 46.228 -267.993 4.374 -7.25632 32 56.220 46.627 -255.751 6.306 -4.59833 33 55.227 47.620 -230.587 8.206 5.226123456734 34 55.594 47.327 -237.075 7.735 1.80135 35 54.828 47.870 -224.908 7.521 8.29636 36 53.961 48.230 -218.327 5.483 12.78637 37 55.927 46.994 -245.122 7.466 -1.44138 38 51.639 40.170 -576.092 0.992 8.43539 39 56.987 43.965 -360.146 -1.876 -11.03940 40 56.987 44.435 -338.332 -0.724 -11.41041 41 56.830 45.361 -299.266 1.980 -10.43642 42 52.098 48.334 -216.382 -1.301 12.83143 43 50.006 47.327 -238.243 -5.781 -1.29044 44 56.934 44.902 -317.986 0.597 -11.22045 45 54.405 48.074 -220.427 6.208 10.72246 46 56.934 43.498 -383.036 -2.911 -10.18647 47 56.830 43.039 -406.671 -3.735 -8.90548 48 53.035 40.013 -585.769 -1.477 9.01449 49 56.674 42.595 -430.520 -4.303 -7.29550 50 48.666 44.902 -320.167 -0.131 -11.43951 51 48.666 43.498 -385.264 2.537 -8.90252 52 48.770 43.039 -408.867 3.076 -7.30453 53 50.772 40.530 -553.584 2.411 6.10354 54 55.594 41.073 -518.663 -5.109 0.61455 55 51.639 48.230 -218.967 -3.282 10.76756 56 49.673 46.994 -246.827 -6.105 -4.525ПРИЛОЖЕНИЕ ЗУсилия и перемещения сборной железобетонной тоннельной обделкитип 2 при загружении расчетной схемы на 2 участке в программе MidasGTS NXNoNoэлементаX, м Y, мЗначениеэпюрынормальныхсил, кНЗначение эпюрыперерезывающихсил, кНЗначениеэпюрыизгибающихмоментов,кН*м12345671 1 49.380 41.773 -501.996 7.183 -3.2952 2 49.130 42.172 -480.225 6.879 -7.3203 3 49.673 41.406 -522.532 7.103 0.7894 4 50.006 41.073 -541.485 6.693 4.7685 5 50.373 40.780 -558.502 5.890 8.4476 6 48.926 42.595 -457.722 6.293 -11.0977 7 48.613 43.965 -389.992 2.386 -19.3848 8 48.770 45.361 -330.344 -3.443 -19.9219 9 48.613 44.435 -368.794 0.549 -20.57010 10 48.926 45.805 -313.503 -5.386 -17.99211 11 51.195 48.074 -244.957 -5.626 14.52812 12 50.772 47.870 -250.584 -7.811 9.87813 13 50.373 47.620 -257.503 -9.463 4.51714 14 49.130 46.228 -298.724 -7.079 -15.03115 15 49.380 46.627 -286.089 -9.094 -11.16016 16 54.405 40.326 -583.367 -7.921 11.67417 17 54.828 40.530 -570.877 -8.998 8.40718 18 53.961 40.170 -593.187 -6.534 14.38019 19 55.227 40.780 -555.757 -9.786 4.70320 20 55.927 41.406 -519.033 -10.209 -3.34321 21 56.220 41.773 -498.127 -9.867 -7.34822 22 52.098 40.066 -600.795 0.202 17.56923 23 52.565 40.013 -603.564 -1.537 17.95324 24 53.502 40.066 -600.017 -4.847 16.39225 25 51.195 40.326 -585.208 3.553 14.38726 26 52.565 48.387 -236.615 1.460 22.70027 27 53.502 48.334 -237.291 5.741 22.65528 28 53.035 48.387 -236.329 3.340 23.12029 29 56.470 42.172 -476.115 -9.112 -11.10330 30 56.674 45.805 -309.299 7.199 -14.90731 31 56.470 46.228 -294.595 9.113 -11.15132 32 56.220 46.627 -282.015 11.580 -6.339123456733 33 55.227 47.620 -254.930 13.315 9.83034 34 55.594 47.327 -262.293 13.260 4.46335 35 54.828 47.870 -248.552 11.969 14.49736 36 53.961 48.230 -240.215 8.405 21.04437 37 55.927 46.994 -270.969 13.000 -0.95538 38 51.639 40.170 -594.476 1.970 16.38039 39 56.987 43.965 -385.323 -2.606 -20.52440 40 56.987 44.435 -364.112 -0.249 -20.70441 41 56.830 45.361 -325.816 4.790 -17.87342 42 52.098 48.334 -238.162 -1.091 21.09343 43 50.006 47.327 -265.065 -9.482 -0.77644 44 56.934 44.902 -344.225 2.265 -19.82245 45 54.405 48.074 -243.241 9.935 18.15146 46 56.934 43.498 -407.505 -4.788 -19.35947 47 56.830 43.039 -430.361 -6.638 -17.29048 48 53.035 40.013 -603.295 -3.140 17.58149 49 56.674 42.595 -453.402 -8.051 -14.47050 50 48.666 44.902 -348.788 -1.402 -20.76751 51 48.666 43.498 -412.117 4.024 -17.30352 52 48.770 43.039 -434.880 5.331 -14.48553 53 50.772 40.530 -573.235 4.821 11.68954 54 55.594 41.073 -538.377 -10.198 0.72755 55 51.639 48.230 -241.529 -3.874 18.20356 56 49.673 46.994 -274.467 -10.022 -6.235.
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