弯矩二次分配法六层三跨教学文案

上柱下柱右梁左梁上柱下柱右梁0.4610.5390.3750.3210.304偏心矩偏心矩7.67-87.0587.05-10.23-5.4936.5942.79-26.75-22.90-21.6816.42-13.3721.39-10.8410.84-1.41-1.64-8.02-6.87-6.5051.61-59.2873.67-40.61-22.840.315 0.315 0.37 0.284 0.243 0.243 0.2310.14-114.42114.42-14.22-10.9532.8532.8538.58-25.35-21.69-21.69-20.5318.308.89-12.6719.29-11.45-14.619.09-4.57-4.57-5.37-0.66-0.56-0.56-0.5346.5737.16-93.88107.71-33.70-36.86-22.92土0.3850.3850.230.1920.320.320.168木-46.1752.8242.30-3.81工17.7817.7810.62-17.53-29.22-29.22-15.3416.428.89-8.775.31-10.84-14.619.09程-6.37-6.37-3.812.123.543.541.8627.8320.29-48.1242.72-36.53-40.29-8.20工民建---弯矩二次分配法

0.385 0.385 0.23 0.192 0.32 0.32 0.168-46.1752.8242.30-3.8117.7817.7810.62-17.53-29.22-29.22-15.348.898.89-8.775.31-14.61-14.619.09-3.47-3.47-2.072.854.744.742.4923.1923.19-46.3943.44-39.09-39.09-7.570.385 0.385 0.23 0.192 0.32 0.32 0.168-46.1752.8242.30-3.8117.7817.7810.62-17.53-29.22-29.22-15.348.898.89-8.775.31-14.61-14.619.09矩二次分配法计算器

-3.47-3.47-2.072.854.744.742.4923.1923.19-46.3943.44-39.09-39.09-7.570.385 0.385 0.23 0.192 0.32 0.32 0.168-46.1752.8242.30-3.8117.7817.7810.62-17.53-29.22-29.22-15.348.899.65-8.775.31-14.61-15.669.09-3.76-3.76-2.253.055.085.082.6722.9023.66-46.5643.65-38.75-39.80-7.400.418 0.331 0.251 0.206 0.343 0.27 0.181-46.1752.8242.30-3.8119.3015.2811.59-18.81-31.32-24.65-16.538.89-9.405.79-14.619.790.220.170.13-0.20-0.33-0.26-0.1828.4015.45-43.8639.60-46.26-24.92-10.727.73 -12.46在计算竖向恒载和活载作用下框架结构弯矩时要多次使用弯矩二次分配法，此表为恒载作用下12轴输入每一层的各节点梁柱分配系数和各节点固端弯矩，即可自动计算生成所有其他数据，注意千万据，否则公式被取消了就无法得出正确结果！！！！（计算的各节点最终弯矩代数和均为 0，有的图5－29恒载作用下的框架弯矩内力二次左梁上柱下柱右梁左梁上柱下柱0.3040.470.2820.3750.625偏心矩5.49-34.23-60.7560.7521.6842.0625.24-22.78-37.97-10.8417.31-11.3912.62-13.276.502.311.390.250.4122.8461.68-45.5250.83-50.830.168 0.32 0.32 0.192 0.23 0.385 0.3853.81-43.05-68.9568.9518.1834.6234.6220.77-15.86-26.55-26.55-10.2621.0317.31-7.9310.39-18.98-13.27-3.38-6.45-6.45-3.875.038.428.428.3449.2045.48-59.9868.51-37.11-31.400.168 0.32 0.32 0.192 0.23 0.385 0.3853.81-43.05-68.9568.9518.1834.6234.6220.77-15.86-26.55-26.55-7.6717.3117.31-7.9310.39-13.27-13.27-3.20-6.09-6.09-3.653.726.226.2211.1245.8445.84-59.7667.19-33.60-33.600.168 0.32 0.32 0.192 0.23 0.385 0.3853.81-43.05-68.9568.9518.1834.6234.6220.77-15.86-26.55-26.55-7.6717.3117.31-7.9310.39-13.27-13.27-3.20-6.09-6.09-3.653.726.226.2211.1245.8445.84-59.7667.19-33.60-33.600.168 0.32 0.32 0.192 0.23 0.385 0.3853.81-43.05-68.9568.9518.1834.6234.6220.77-15.86-26.55-26.55-7.6717.3117.31-7.9310.39-13.27-13.27-3.20-6.09-6.09-3.653.726.226.2211.1245.8445.84-59.7667.19-33.60-33.600.168 0.32 0.32 0.192 0.23 0.385 0.3853.81-43.05-68.9568.9518.1834.6234.6220.77-15.86-26.55-26.55-7.6717.3118.55-7.9310.39-13.27-14.41-3.40-6.49-6.49-3.893.986.666.6610.9145.4546.69-60.0067.46-33.16-34.300.181 0.343 0.27 0.206 0.251 0.418 0.3313.81-43.05-68.9568.9519.5837.1129.2122.29-17.31-28.82-22.82-8.2617.31-8.6511.14-13.27-0.07-0.14-0.11-0.080.530.890.7015.0654.2829.11-55.4063.