弯矩二次分配法(六层)

1、上柱下柱右梁左梁上柱下柱右梁0.5250.4750.1960.2160.5882.30-131.2259.45-22.61-5.7167.6961.24-6.10-6.72-18.3019.70-3.0530.62-12.1027.72-8.74-7.91-9.06-9.99-27.1978.65-80.9474.91-28.81-23.480.3440.3440.3120.1610.1780.1780.48330.70-145.25170.08-26.68-7.4539.4139.4135.74-21.89-24.20-24.20-65.6733.8419.70-10.9417.87-3.3

2、6-12.10-45.72-14.66-14.66-13.296.977.717.7120.9258.5944.45-133.75173.04-19.85-28.59-97.920.3440.3440.3120.1610.1780.1780.48330.70-145.25170.08-26.68-7.4539.4139.4135.74-21.89-24.20-24.20-65.6719.7019.70-10.9417.87-12.10-12.10-45.72-9.79-9.79-8.888.389.269.2625.1449.3249.32-129.34174.45-27.04-27.04-9

3、3.700.3440.3440.3120.1610.1780.1780.48330.70-145.25170.08-26.68-7.4539.4139.4135.74-21.89-24.20-24.20-65.6719.7019.70-10.9417.87-12.10-12.10-45.72-9.79-9.79-8.888.389.269.2625.1449.3249.32-129.34174.45-27.04-27.04-93.700.3440.3440.3120.1610.1780.1780.48330.70-145.25170.08-26.68-7.4539.4139.4135.74-2

4、1.89-24.20-24.20-65.6719.7021.36-10.9417.87-12.10-10.20-45.72-10.36-10.36-9.408.078.938.9324.2248.7550.41-129.86174.14-27.37-25.47-94.610.3730.290.3370.1750.150.150.52530.70-145.25170.08-26.68-7.4542.7333.2238.60-23.79-20.39-20.39-71.3819.70-11.9019.30-12.100.00-49.69-2.91-2.26-2.637.446.376.3722.31

5、59.5230.96-121.18173.03-26.12-14.02-106.2129.76-13.06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轴线框架的计算过程，如果大家也是三跨的梁可以参用这个计算器，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，注意千万不要改动了表上除各节点梁柱分配系数和各节点固端弯矩以外的数据，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，有的为0.01的是因为四舍五入造成的）左梁上柱下柱右梁左梁上柱下柱0.5880.2160.1960.4750.525-5.712

6、2.61-111.19111.192.29655.4420.3718.48-52.82-58.37-9.15-16.85-26.419.2430.2630.8211.3210.27-18.76-20.7471.4014.84-108.8448.85-48.850.4830.1780.1780.1610.3120.3440.344-7.4526.68170.08-145.25-30.70-91.44-33.70-33.70-30.4854.9060.5360.53-32.8310.18-16.8527.45-15.24-29.1930.265.822.142.141.944.424.874.87

7、-125.90-21.37-48.40168.99-101.1836.2195.660.4830.1780.1780.1610.3120.3440.344-7.4526.68170.08-145.25-30.70-91.44-33.70-33.70-30.4854.9060.5360.53-32.83-16.85-16.8527.45-15.2430.2630.2618.886.966.966.29-14.13-15.58-15.58-112.84-43.59-43.59173.35-119.7375.2175.210.4830.1780.1780.1610.3120.3440.344-7.4

8、526.68170.08-145.25-30.70-91.44-33.70-33.70-30.4854.9060.5360.53-32.83-16.85-16.8527.45-15.2430.2630.2618.886.966.966.29-14.13-15.58-15.58-112.84-43.59-43.59173.35-119.7375.2175.210.4830.1780.1780.1610.3120.3440.344-7.4526.68170.08-145.25-30.70-91.44-33.70-33.70-30.4854.9060.5360.53-32.83-16.85-14.2

9、027.45-15.2430.2625.5117.606.486.485.87-12.65-13.94-13.94-114.13-44.06-41.41172.92-118.2476.8572.100.5250.150.150.1750.3370.290.373-7.4526.68170.08-145.25-30.70-99.39-28.40-28.40-33.1359.3051.0365.63-35.69-16.8529.65-16.5630.26 12.023.433.434.01-4.62-3.97-5.11-130.51-41.81-24.96170.61-107.1477.3260.52-20.9138.66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轴线框架的计算过程，如果大家