弯矩二次分配法

-0.170 -98.000 -0.120
-0.320 -33.405 -41.820 -46.897 -50.814 -54.118
-0.400 131.800 -0.280
-77.311 -72.591 梁左 梁右 -66.995 0.000 0.000 -59.743 -47.721 梁端弯矩 柱上 柱下 0.000 -54.645 -143.289 -1.000
-0.160 -98.000 -0.160
-0.290 -33.593 -16.062 -5.164 3.656 11.333
-0.360 131.800 -0.360

11.333 3.656 梁左 梁右 -5.164 0.000 0.000 -16.062 -33.593 梁端弯矩 柱上 柱下 0.000 -165.728 -65.865 -1.010
-0.290 -5.230 25.088 36.858 50.140 62.455
62.455 50.140 梁左 梁右 36.858 0.000 0.000 25.088 -5.230 梁端弯矩 柱上 柱下 0.000 -342.671 -77.653 -1.010
9.808 -6.303 -14.487 -27.313 -39.614 梁端弯矩 0.000
28.045 36.010 41.307 45.552 49.151 梁端弯矩 0.000
0.000
0.000
0.000
0.000
0.000 0.000 梁左 梁右 0.000 0.000 0.000 0.000 0.000 梁端弯矩 柱上 柱下 0.000 -108.235 -54.118
-0.130 -16.229 -18.987 -10.875 0.159 9.604
-155.328 201.384 9.604 -298.647 355.910 0.159 -398.813 梁左 梁右 441.097 -10.875 -470.497 -513.244 611.802 508.020 -18.987 -530.597 563.449 -16.229 梁端弯矩 柱上 柱下 梁端弯矩 -11.500 -20.946 3.933 11.500 -0.550 -1.000 -55.786 52.697 -53.027 -65.267 22.817 -44.745 -37.381 梁左 梁右 -25.725 -37.724 0.548 -48.749 -162.037 -66.092 -29.700 33.013 -103.275 -18.744 梁端弯矩 柱上 柱下 梁端弯矩 -11.500 -33.820 -96.450 11.500 -0.550 -1.000 -64.432 80.906 -0.963 -102.093 120.185 -6.803 -129.675 梁左 梁右 143.278 -12.793 -153.809 -172.954 235.433 172.439 -15.143 -182.280 203.106 -9.588 梁端弯矩 柱上 柱下 梁端弯矩 -11.500 -107.017 -54.953 11.500 -0.550 -1.000 -32.957 59.081 -58.457 -52.055 64.096 -53.125 -43.976 梁左 梁右 39.825 -46.189 -23.387 -27.253 -10.074 14.177 -35.939 -3.311 -9.132 -20.479 梁端弯矩 柱上 柱下 梁端弯矩 -11.500 -60.384 -117.878 11.500 -0.580 -1.010 -69.869 87.396 0.000 -122.616 139.285 0.000 -157.586 梁左 梁右 169.241 0.000 -181.249 -202.646 227.537 190.658 0.000 -199.443 207.740 0.000 梁端弯矩 柱上 柱下 梁端弯矩 0.000 -82.528 -41.264 0.000
-0.290 -52.450 -54.613 -67.126 -78.312 -88.531
-0.360 131.800 -0.360
-88.531 -78.312 梁左 梁右 -67.126 0.000 0.000 -54.613 -52.450 梁端弯矩 柱上 柱下 0.000 36.379 -114.606 -1.010
附表1 梁端弯矩 0.000 -190.100 -0.550 104.555 118.576 143.659 162.375 178.389 梁端弯矩 0.000 A轴 梁端弯矩 -165.300 -0.450 -1.000 梁端弯矩 165.300 -0.150 -4.472 -8.207 -11.481 -13.545 -15.275 -0.160 98.000 -0.160 C轴 149.800 -0.019 梁端弯矩 -15.500 -0.660 -0.829
31.638 20.057 13.871 7.151 0.011 梁端弯矩 0.000
-0.400 -131.800 -0.280
-0.140 -14.456 -25.369 -32.604 -37.500 -41.264
-0.170 98.000 -0.120
-0.580 18.082 28.818 35.015 39.446 42.981
-0.550 15.330 6.638 -7.484 -19.227 -30.044
45.769 -106.141 -30.044 95.914 -126.353 -19.227 100.249 梁左 梁右 -141.947 -7.484 115.459 -74.920 -38.110 -154.088 6.638 128.057 -165.733 15.330 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 294.367 102.118 109.500 -0.130 -1.000 12.456 -4.213 59.085 5.393 20.209 50.164 -6.081 梁左 梁右 29.691 41.681 -15.622 -108.010 185.711 40.390 34.963 -24.410 50.311 23.536 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 -1.002 88.127 109.500 -0.130 -1.000 19.123 -42.251 -2.656 28.407 -43.993 4.124 33.866 梁左 梁右 -54.074 11.585 40.758 -84.802 14.874 -63.085 18.646 48.007 -71.316 17.187 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 115.515 53.773 109.500 -0.130 -1.000 13.965 -27.061 60.889 15.150 -12.939 55.882 9.413 梁左 梁右 -4.160 49.605 3.351 -104.688 125.600 2.945 40.825 -2.158 9.129 25.616 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 55.576 119.122 109.500 -0.140 -1.010 21.095 -38.177 0.000 33.621 -47.795 0.000 40.851 梁左 梁右 -53.596 0.000 46.021 -71.060 35.947 -58.073 0.000 50.144 -61.849 0.000 梁端弯矩 柱上 柱下 梁端弯矩 0.000 85.961 42.981 0.000
恒载作用时的迭代计算与最后杆端弯矩计算 梁端弯矩 15.500 -0.660 57.974 102.459 126.982 146.248 162.205 -0.160 -98.000 -0.160 D轴 -149.800 -0.190 梁端弯矩 -165.300 -0.150 -1.000 梁端弯矩 165.300 -0.450 -129.728 -154.431 -173.490 -188.329 -202.563 -0.360 131.800 -0.360 F轴 190.100 -0.550 梁端弯矩 0.000 -1.000
-0.360 -131.800 -0.360
-0.130 -18.744 -29.700 -37.724 -44.745 -53.027
-0.160 98.000 -0.160
-0.550 23.536 34.963 41.681 50.164 59.085
-0.160 -98.000 -0.160
-0.360 -131.800 -0.360
85.545 -35.302 -39.614 97.017 -64.796 -27.313 117.539 梁左 梁右 -90.639 -14.487 132.852 6.019 70.075 -106.931 -6.303 145.955 -120.590 9.808 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 317.164 99.161 109.500 -0.290 -1.010 7.901 -13.186 72.223 -5.077 -15.427 63.321 -11.670 梁左 梁右 -8.836 54.130 -22.002 -165.520 93.194 0.129 43.810 -31.912 7.803 43.917 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 -7.006 104.831 109.500 -0.290 -1.010 35.378 -15.229 0.011 35.291 -24.131 7.151 43.605 梁左 梁右 -30.650 13.871 51.009 -36.226 81.511 -36.355 20.057 58.179 -43.084 31.638 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 144.456 72.244 109.500 0.220 -0.500 -19.334 -7.790 70.216 -12.257 -12.304 65.075 -8.477 梁左 梁右 -10.394 59.010 -4.370 -110.296 107.928 -5.528 51.443 -0.007 -0.783 40.065 梁端弯矩 柱上 柱下 梁端弯矩 -109.500 70.237 140.442 109.500 -0.320 -1.000 32.052 -16.865 0.000 41.154 -29.597 0.000 47.208 梁左 梁右 -38.038 0.000 52.060 -45.297 69.390 -43.750 0.000 56.172 -48.141 0.000 梁端弯矩 柱上 柱下 梁端弯矩 0.000 98.302 49.151 0.000
43.917 43.810 54.130 63.321 72.223 梁端弯矩 0.000
-0.360 -131.800 -0.360
-0.130 -9.588 -15.143 -12.793 -6.803 -0.963
-0.160 98.000 -0.160
-0.550 17.187 18.646 11.585 4.124 -2.656