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 SQkSwk1.2SGk+1.4(SQk+Swk)1.35SGk+SQk1.2SGk+1.4SQk∣Mmax∣与相应NNmin与相应的MNmax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 293.7855.450.420.42422.93421.87452.05430.17452.05421.87452.054 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 1.86755.76751.08801.00769.04769.04751.08801.003 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 4.061087.811078.631149.231107.221087.811078.631149.232 柱顶M 58.0922.51 5.36 5.36104.8291.32100.93101.22104.8291.3291.32N 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 6.961423.101405.561497.711445.651423.101405.561497.711 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 SQkSwk1.2SGk+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 0.710 490.94 489.15 514.22 502.48 514.22 489.15 514.224 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 1029.233 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 1543.622 柱顶M 46.90 17.63 13.55 13.55 95.57 61.42 80.95 80.96 95.57 61.42 80.95N 1226.62 359.41 9.14 9.14 1936.32 1913.28 2015.35 1975.12 1936.32 1913.28 2015.35柱底M 61.11 22.03 4.52 4.52 118.16 84.02 104.53 104.17 118.16 84.02 104.53 N 1259.02 359.41 6.96 6.96 1975.20 1952.16 2059.09 2014.00 1975.20 1952.16 2059.091 柱顶M 15.22 5.91 7.29 7.29 46.97 4.45 26.46 26.53 46.97 4.45 26.46 N 1536.28 450.01 10.8 10.8 2433.76 2387.34 2523.99 2473.55 2433.76 2387.34 2523.99 柱底M 7.61 2.96 17.67 17.67 38.84 -13.12 13.23 13.28 38.84 -13.12 13.23 N 1579.48 450.01 10.8 10.8 2485.60 2439.18 2582.31 2525.39 2485.60 2439.18 2582.31表4.３横向框架A柱剪力组合表横向框架A柱剪力组合表层次SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk +SQk 1.2SGk +1.4SQk →←5 57.8316.640.730.7391.2889.4494.7192.69 4 25.5710.74 1.53 1.5346.1442.2945.2645.72 3 28.6611.1 2.33 2.3351.3145.4449.7949.93 2 37.6614.59 3.14 3.1467.5359.6265.4365.62 1 5.71 2.37 5.2 5.216.39 3.2910.0810.17表4.4横向框架B柱剪力组合表横向框架B柱剪力组合表层次SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk +SQk 1.2SGk +1.4SQk →←5 42.04 12.21 1.76 1.76 68.05 63.62 68.0502 67.54 4 23.49 9.11 3.68 3.68 44.30 35.03 44.3034 40.94 3 24.48 9.21 5.61 5.61 48.05 33.91 48.0492 42.27 2 30.00 8.34 7.53 7.53 56.00 37.02 55.9962 47.68 1 4.76 1.85 7.81 7.81 17.88 -1.80 17.8836 8.304.5 框架梁内力组合表框架梁内力组合表层次截面位置内力SGk SQkSwk 1.2SGk+1.4(SQk+Swk)1.35SGk+SQk1.2SGk+1.4SQkMmax 与相应的VMmin 与相应的V|V|max 与相应的 M→←一层AM 77.67 30.01 11.81 11.81 145.90 116.14 134.86 135.218 145.90 116.14 116.14 V 85.65 33.89 3.84 3.84 150.32 140.64 149.52 150.23 150.32 140.64 140.64 B左M 86.93 33.65 21.49 21.49 173.79 119.64 151.01 151.43 173.79 119.64 119.64 V 88.51 35.07 3.84 3.84 155.24 145.56 154.56 155.31 155.24 145.56 145.56 B右M 25.62 11.29 21.74 21.74 72.31 17.63 45.88 46.55 72.31 17.63 17.63 V 14.96 6.34 13.12 13.12 42.47 9.41 26.54 26.83 42.47 9.41 9.41 跨间MAB 80.66 31.34 16.65 16.65 157.26 115.30 140.23 140.67 157.26 115.30 140.23 MBC 9.55 10.61 0 0 24.83 24.83 23.50 26.31 24.83 24.83 23.50三层AM 85.21 33.01 6.83 6.83 152.45 135.24 148.04 148.47 152.45 135.24 135.24 V 86.48 34.24 2.88 2.88 150.51 143.25 150.95 151.68 150.51 143.25 143.25 B左M 88.38 34.44 11.45 11.45 163.88 135.02 153.75 154.27 163.88 135.02 135.02 V 87.54 34.72 2.88 2.88 152.42 145.17 152.90 153.66 152.42 145.17 145.17 B右M 25.62 7.65 11.56 11.56 54.95 25.82 42.24 41.45 54.95 25.82 25.82 V 14.96 6.34 10.87 10.87 39.64 12.24 26.54 26.83 39.64 12.24 12.24跨间MAB 73.74 28.56 9.14 9.14 135.99 112.96 128.11 128.47 135.99 112.96 128.11 MBC 3.19 5.51 0 0 10.32 10.32 9.47 11.04 10.32 10.32 9.47五层AM 107.15 28.48 2.04 2.04 167.04 161.89 173.13 168.45 173.13 161.89 161.89 V 126.89 33.79 0.69 0.69 195.71 193.97 205.09 199.57 205.09 193.97 193.97 B左M 127.98 33.48 1.13 1.13 197.18 194.34 206.25 200.45 206.25 194.34 194.34 V 133.83 35.45 0.69 0.69 206.13 204.39 216.12 210.23 216.12 204.39 204.39 B右M 51.74 13.05 2.80 2.80 82.06 75.00 82.90 80.36 82.90 75.00 75.00 V 22.70 5.07 2.63 2.63 36.94 30.31 35.72 34.34 35.72 30.31 30.31 跨间MAB 128.58 32.60 1.59 1.59 216.35 174.39 206.18 199.94 216.35 174.39 206.18 MBC 21.34 14.51 0 0 43.89 43.89 43.32 45.92 43.89 43.89 43.32。