弯矩二次分配法及后续弯矩剪力轴力计算表

1、跨中弯矩计算M中=ql2/8-(M1+M2)*0.8/2跨中弯矩qlM1M2MM5AB17.665.7046.45953.14M5BC9.842.420.23620.236-9.10M4AB28.185.739.90144.73580.59M4BC7.82.413.19113.191-4.94M3AB28.185.739.90144.73580.59M3BC7.82.413.19113.191-4.94M2AB28.185.740.09244.82280.48M2BC7.82.413.19113.191-4.94M1AB28.185.736.21442.86182.82M1BC7.82.414

2、.914.9-6.30剪力计算V1=（M1-M2+ql2/2)/L,V2=（M1-M2+ql2/2)/L剪力qlM1M2VV5AB17.665.746.26446.45950.30V5BA17.665.746.26446.45950.37V5BC9.842.420.23620.23611.81V4AB28.185.739.90144.73579.46V4BA28.185.739.90144.73581.16V4BC7.82.413.19113.1919.36V3AB28.185.730.90144.73577.89V3BA28.185.730.90144.73582.74V3BC7.82.41

3、3.19113.1919.36V2AB28.185.740.09244.82279.48V2BA28.185.740.09244.82281.14V2BC7.82.413.19113.1919.36V1AB28.185.736.21442.86179.15V1BA28.185.736.21442.86181.48V1BC7.82.414.914.99.36剪力计算V上=（M1+M2)/L,V下=-（M1+M2）/L柱剪力lM1M2V边跨V5上346.26419.95122.072V5下346.26419.951-22.072V4上319.9519.95113.300V4下319.9519.95

4、1-13.300V3上319.9519.95113.300V3下319.9519.951-13.300V2上320.30923.49914.603V2下320.30923.499-14.603V1上412.7156.364.769V1下412.7156.36-4.769中跨V5上326.22315.77213.998V5下326.22315.772-13.998V4上315.77215.77210.515V4下315.77215.772-10.515V3上315.77215.77210.515V3下315.77215.772-10.515V2上315.99517.95811.318V2下315

5、.99517.958-11.318V1上410.0025.0013.751V1下410.0025.001-3.751上柱下柱右梁左梁上柱下柱右梁0.4670.5330.3900.3430.247-47.8247.82-5.1522.33225.488-16.641-14.636-10.53912.132-8.32112.744-9.211-1.780-2.031-1.378-1.212-0.87332.684-32.68442.545-25.058-16.5620.3180.3180.3640.2910.2550.2550.199-76.3076.30-4.0624.26324.26327.7

6、73-21.022-18.421-18.421-14.37611.16612.132-10.51113.887-7.318-9.211-4.066-4.066-4.6540.7690.6740.6740.52631.36332.329-63.69269.934-25.065-26.958-17.9100.3180.3180.3640.2910.2550.2550.199-76.3076.30-4.0624.26324.26327.773-21.022-18.421-18.421-14.37612.13212.132-10.51113.887-9.211-9.211-4.373-4.373-5.

7、0061.3201.1561.1560.90232.02232.022-64.04470.484-26.475-26.475-17.5330.3180.3180.3640.2910.2550.2650.199-76.3076.30-4.0624.26324.26327.773-21.022-18.421-19.144-14.37612.13212.971-10.51113.887-9.211-9.716-4.640-4.640-5.3111.4671.2851.3361.00331.75532.594-64.34970.631-26.347-27.524-17.4330.340.2720.38

8、80.3060.2690.2150.21-76.3076.30-4.0625.94220.75429.604-22.105-19.433-15.532-15.17012.132-11.05314.802-9.572-0.367-0.293-0.419-1.601-1.407-1.125-1.09837.70720.460-58.16767.396-30.411-16.656-20.32910.23-8.33跨中弯矩计算M中=ql2/8-(M1+M2)*0.8/2跨中弯矩qlM1M2MM5AB17.665.725.05842.54544.68M5BC9.842.416.56216.562-6.1

9、6M4AB28.185.726.95869.93475.69M4BC7.82.417.91017.910-8.71M3AB28.185.726.74570.48475.55M3BC7.82.417.53317.533-8.41M2AB28.185.727.52470.63175.18M2BC7.82.417.43317.433-8.33M1AB28.185.716.65667.39680.83M1BC7.82.420.32920.329-10.65剪力计算V1=（M1-M2+ql2/2)/L,V2=（M1-M2+ql2/2)/L剪力qlM1M2VV5AB17.665.725.05842.545

10、47.26V5BA17.665.725.05842.54553.40V5BC9.842.416.56216.56211.81V4AB28.185.726.95869.93472.77V4BA28.185.726.95869.93487.85V4BC7.82.417.9117.919.36V3AB28.185.726.74570.48472.64V3BA28.185.726.74570.48487.99V3BC7.82.417.53317.5339.36V2AB28.185.727.52470.63172.75V2BA28.185.727.52470.63187.88V2BC7.82.417.4

11、3317.4339.36V1AB28.185.716.65667.39671.41V1BA28.185.716.65667.39689.21V1BC7.82.420.32920.3299.36剪力计算V上=（M1+M2)/L,V下=-（M1+M2）/L柱剪力lM1M2V边跨V5上332.68431.36321.35V5下332.68431.363-21.35V4上332.32932.02221.45V4下332.32932.022-21.45V3上330.02231.75520.59V3下330.02231.755-20.59V2上332.59437.70723.43V2下332.59437.

12、707-23.43V1上420.4610.237.67V1下420.4610.23-7.67中跨V5上325.05825.06516.71V5下325.05825.065-16.71V4上326.95826.47517.81V4下326.95826.475-17.81V3上326.47526.34717.61V3下326.47526.347-17.61V2上327.52430.41119.31V2下327.52430.411-19.31V1上416.6568.336.25V1下416.6568.33-6.25A柱轴力计算 A柱=GiA+ViAB层数GiViABN五44.27四三二一B柱轴力计算

13、 B柱=GiA+ViAB+ViBC层数GiViBAViBCN五四三二一中跨柱轴力计算A柱轴力计算 A柱=GiA+ViAB层数GiViABN五44.2747.2691.53四53.172.77217.4三53.172.64343.14二53.172.75468.99一53.171.41593.5B柱轴力计算 B柱=GiA+ViAB+ViBC层数GiViBAViBC五40.6753.411.81105.88四77.287.859.36280.29三77.287.999.36454.84二77.287.889.36629.28一77.289.219.36805.05梁端柱边剪力设计值：V=V-qb/

14、2梁端柱边弯矩设计值：M=MC-V0b/2剪力V1qbV0剪力MCqbV5AB47.2617.660.344.61M5AB25.05844.610.3V5BA53.4017.660.350.75M5BA42.54550.750.3V5BC11.819.840.310.33M5BC16.56210.330.3V4AB72.7728.180.368.55M4AB26.95868.550.3V4BA87.8528.180.383.63M4BA69.93483.630.3V4BC9.367.80.38.19M4BC17.9108.190.3V3AB72.6428.180.368.41M3AB26.74

15、568.410.3V3BA87.9928.180.383.76M3BA70.48483.760.3V3BC9.367.80.38.19M3BC17.5338.190.3V2AB72.7528.180.368.52M2AB27.52468.520.3V2BA87.8828.180.383.65M2BA70.63183.650.3V2BC9.367.80.38.19M2BC17.4338.190.3V1AB71.4128.180.367.18M1AB16.65667.180.3V1BA89.2128.180.384.99M1BA67.39684.990.3V1BC9.367.80.38.19M1B

16、C20.3298.190.3柱端粱边弯矩计算：M=MC-V上（V下）b/2柱弯矩MCV上（V下）bM边柱M5上32.68421.3490.527.35M5下31.36321.3490.526.03M4上32.32921.4500.526.97M4下32.02221.4500.526.66M3上30.02220.5920.524.87M3下31.75520.5920.526.61M2上32.59423.4340.526.74M2下37.70723.4340.531.85M1上20.467.6730.518.54M1下10.237.6730.58.31中柱M5上25.05816.7080.421.72M5下25.06516.7080.421.72M4上26.95817.8110.423.