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竖向横、活荷载弯矩二次分配法

2024-04-30 来源:伴沃教育
附表2 竖向活荷载弯矩二次分配表(单位:kN•

左梁00左梁0.0000.000.000.000.000.00

第四层

0.0000.000.000.000.000.00

第三层

0.0000.000.000.000.000.00

第二层

0.0000.000.000.000.000.00

0.3865.411.10-1.714.800.3865.412.71-2.335.780.3865.412.71-2.415.71上柱

右梁-3.51-14.02右梁0.373-3.511.310.23-1.10-3.060.228-14.023.200.63-1.01-11.200.228-14.023.200.63-1.38-11.570.228-14.023.200.63-1.42-11.62

左梁3.2312.92左梁0.2763.230.470.65-0.274.090.18812.921.271.60-0.2315.560.18812.921.271.60-0.3515.430.18812.921.271.60-0.3715.42

0.3172.130.39-0.392.140.3172.131.07-0.602.600.3172.131.07-0.622.58上柱

下柱0.4640.791.07-0.451.410.3172.131.07-0.392.820.3172.131.07-0.602.600.3172.131.13-0.622.65

右梁-4.93-19.65右梁0.260-4.930.44-0.76-0.25-5.500.178-19.651.20-1.84-0.22-20.510.178-19.651.20-1.84-0.34-20.630.178-19.651.20-1.84-0.35-20.64

左梁4.2116.77左梁0.3604.21-1.520.221.104.010.22016.77-3.690.600.8814.560.22016.77-3.690.601.3114.990.22016.77-3.690.601.2814.96

右梁00

上柱0.000

右梁0.0000.000.000.000.000.00

0.390-6.54-1.351.57-6.320.390 -6.54-3.272.32-7.490.390-6.54-2.882.26-7.16

0.0000.000.000.000.000.000.0000.000.000.000.000.000.0000.000.000.000.000.00

下柱0.6272.202.71-1.843.060.3865.412.71-1.716.400.3865.412.71-2.335.780.3865.412.91-2.415.91

下柱0.640-2.69-3.271.95-4.010.390-6.54-3.271.57-8.240.390-6.54-3.272.32-7.490.390-6.54-3.522.26-7.80

第五层

第一层0.0000.4150.3390.2460.00-14.020.005.824.753.450.002.710.000.670.00-1.40-1.15

-0.83

0.007.123.61-10.73左梁

上柱

下柱右梁底截面

2.380.2000.3360.2750.18912.92-19.651.352.261.851.271.721.070.00-1.98-0.16-0.27-0.22

-0.15

15.833.061.63-20.51左梁

上柱

下柱右梁0.93

0.2360.3440.4200.00016.770.00-3.96-5.77-7.040.000.64-3.27-3.270.001.392.032.480.0014.84-7.01-7.830.00左梁

下柱上柱

右梁

-2.88

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