内力组合表
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表4.１横向框架A柱弯矩和轴力组合表横向框架A柱弯矩和轴力组合表
层次截面位置内力SGk SQk
Swk
1.2SGk+1.4(SQk+Swk)
1.35SGk
+SQk
1.2SGk
+1.4SQk
∣Mmax∣
与相应N
Nmin与
相应的M
Nmax与
相应的M →←
5 柱顶
M 133.9435.60 2.04 2.04208.15203.01216.42210.57216.42203.01216.42 N 261.3855.450.420.42384.05382.99408.31391.29408.31382.99408.31柱底
M 74.2424.300.590.59120.45118.96124.52123.11124.52118.96124.52 N 293.7855.450.420.42422.93421.87452.05430.17452.05421.87452.05
4 柱顶
M 38.7918.10 3.73 3.7374.0564.6570.4771.8974.0564.6570.47 N 478.27111.60 1.86 1.86716.88712.20757.26730.16716.88712.20757.26柱底
M 53.2620.63 1.79 1.7992.1687.6592.5392.7992.7987.6592.53 N 510.67111.60 1.86 1.86755.76751.08801.00769.04769.04751.08801.00
3 柱顶
M 53.2620.63 5.04 5.0496.2683.5692.5392.7996.2683.5692.53 N 694.70167.64 4.06 4.061049.981039.751105.491068.341049.981039.751105.49柱底
M 49.9319.34 3.36 3.3688.5280.0586.7586.9988.5280.0586.75 N 727.10167.64 4.06 4.061087.811078.631149.231107.221087.811078.631149.23
2 柱顶
M 58.0922.51 5.36 5.36104.8291.32100.93101.22104.8291.3291.32
N 911.28223.74 6.96 6.961384.221366.681453.971406.771384.221366.681366.68
柱底
M 77.4930.01 4.52 4.52136.50125.11134.62135.00136.50125.11134.62 N 943.68223.74 6.96 6.961423.101405.561497.711445.651423.101405.561497.71
1 柱顶
M 19.67.597.297.2942.2723.9034.0534.1542.2723.9034.05 N 1126.74279.4210.810.81717.761690.551800.521743.281717.761690.551800.52柱底
M 9.80 3.8017.6717.6738.81-5.7217.0317.0838.81-5.7217.03 N 1169.94279.4210.810.81769.601742.391858.841795.121769.601742.391858.84
表4.２横向框架B柱弯矩和轴力组合表横向框架B柱弯矩和轴力组合表
层次截面位置内力SGk SQk
Swk
1.2SGk+1.4(SQk+Swk) 1.35SGk+SQk 1.2SGk+1.4SQk ∣Mmax∣与相应N Nmin与相应的M Nmax与相应的M →←
5 柱顶
M 95.29 25.54 3.93 3.93 151.48 141.58 154.18 150.10 154.18 141.58 154.18 N 282.70 88.83 0.71 0.71 452.06 450.27 470.48 463.60 470.48 450.27 470.48 柱底
M 56.07 18.41 2.40 2.40 93.50 87.46 94.10 93.06 94.10 87.46 94.10 N 315.10 88.83 0.710 0.710 490.94 489.15 514.22 502.48 514.22 489.15 514.22
4 柱顶
M 40.05 16.07 7.57 7.57 77.85 58.77 70.14 70.56 77.85 58.77 70.14 N 597.42 178.97 2.24 2.24 945.23 939.58 985.49 967.46 945.23 939.58 985.49 柱底
M 44.53 16.74 5.69 5.69 81.70 67.36 76.86 76.87 81.70 67.36 76.86 N 629.82 178.97 2.24 2.24 984.11 978.46 1029.23 1006.34 984.11 978.46 1029.23
3 柱顶
M 44.53 16.74 10.51 10.51 87.77 61.29 76.86 76.87 87.77 61.29 76.86 N 911.6 269.22 5.01 5.01 1439.45 1426.83 1499.88 1470.83 1439.45 1426.83 1499.88 柱底
M 43.61 16.40 9.67 9.67 85.18 60.81 75.27 75.29 85.18 60.81 75.27 N 944.00 269.22 5.01 5.01 1478.33 1465.71 1543.62 1509.71 1478.33 1465.71 1543.62
2 柱顶
M 46.90 17.63 13.55 13.55 95.57 61.42 80.95 80.96 95.57 61.42 80.95
N 1226.62 359.41 9.14 9.14 1936.32 1913.28 2015.35 1975.12 1936.32 1913.28 2015.35