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内力组合 2 内力 组合
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1.2+0.98+1.26(+)+1.26(+)-342.49-251.81-382.62-176.25-128.30-199.01-2355.86-2217.87-2314.01309.59222.87353.69-176.25-128.30-199.01-2440.51-2307.24-2403.38309.87426.19143.72159.92223.7771.06-2091.11-1978.02-2048.58-281.84-401.72-119.25159.92223.7771.06-2204.90-2098.17-2168.7328.83109.21-51.3316.3259.62-27.17-1903.59-1914.82-1748.1416.10-69.0291.5316.3259.62-27.17-1988.24-2004.19-1837.52组合项目组合项目组合项目1.35 1.2 1.2+0.98+1.26(+)+1.26(+)-290.73-188.95-354.54-158.22-103.15-192.66-3078.20-2871.40-3027.94294.68192.72358.31-162.27-106.75-196.26-3162.85-2960.77-3117.31257.76418.4360.94138.81225.7832.54-3417.73-3207.78-3336.08-255.81-416.93-59.44138.81225.7832.54-3531.53-3327.93-3456.2237.13137.46-65.7519.4173.68-36.19-2380.69-2433.34-2148.5310.09-95.33107.8919.4173.68-36.19-2465.33-2522.71-2237.90组合项目组合项目组合项目1.35 1.2 1.2+0.98+1.26(+)+1.26(+)-305.42-184.77-385.08-173.58-107.50-215.79-3801.17-3749.80-3518.67336.85213.02413.33-173.58-107.50-215.79-3885.82-3608.04-3839.17285.80481.8649.32158.97264.3330.53-4757.17-4447.11-4646.69-302.39-496.15-63.62158.97264.3330.53-4870.40-4566.75-4766.3432.17154.09-91.7914.6180.67-52.23-2856.77-2964.52-2533.8511.85-114.40131.4714.6180.67-52.23-2941.42-3053.89-2623.22组合项目组合项目组合项目1.35 1.2 1.2+0.98+1.26(+)+1.26(+)-241.52-66.91-387.02-97.96-26.25-159.64-4664.65-4279.45-4615.97228.0058.49378.60-97.96-26.25-159.64-4774.48-4395.42-4731.94230.97554.34-121.2776.33220.48-76.15-6280.95-5835.67-6132.42-135.27-467.52208.0976.33220.48-76.15-6428.58-5991.53-6288.2952.01235.55-135.6721.6398.12-56.55-3455.62-3633.21-2999.9932.92-160.10211.1221.6398.12-56.55-3565.46-3749.18-3115.95组合项目组合项目组合项目1.35 1.2 1.2+0.98+1.26(+)+1.26(+)-189.60-121.45-251.79-83.77-4.04-160.43-5162.08-4733.54-5160.46189.14150.19280.52-83.77-4.04-160.43-5239.88-4815.68-5242.6096.24229.07-35.6346.23205.13-112.51-7257.28-6758.18-7135.67-60.96-325.46203.9446.23205.13-112.51-7361.85-6868.58-7246.0881.08151.223.8837.53131.88-60.05-3968.73-4213.19-3408.8530.34-123.59171.1037.53131.88-60.05-4046.52-4295.33-3490.99恒荷载作用下的柱轴力柱自重柱子截面面积柱高混凝土容重自重上层KZ20.29754.22531.2375KZ80.184.22518.9下层KZ20.29755.22538.675KZ80.185.22523.4左柱(NA)中左(NC)中右(ND)右柱(NE)上截面下截面上截面 下截面上截面下截面上截面下截面202.57233.8075 201.02219.92211.59230.49201.94233.1775562.7593.9375 502.47521.37487.26506.16402.71433.9475921.73952.9675 804.17823.07764.22783.12723.03754.267512791310.238 1108.3 1127.22 1041.951060.85981.891013.1271634.881673.555 1416.7 1440.09 1318.311341.711239.281277.955活荷载作用下的柱轴力层次梁剪力(KN)柱轴力(KN)NANC5VAC33.45-43.32-51.63-51.88-43.25-43.33-51.84VCA-29.83VCD2.23VDC-2.42VDE29.89VED-33.38集中力(KN)FA5-9.87FC5-19.574VAC36.43-44.41-59.48-58.8-43.41-87.74-111.3VCA-32.33VCD6.03VDC-5.62VDE32.06VED-35.44集中力(KN)FA4-7.98FE4-7.97FC4(D4)-21.123VAC36.51-44.49-57.85-60.74-42.92-132.23-169.2VCA-32.18VCD4.55VDC-7.07VDE32.55VED-34.95集中力(KN)FA3-7.98FE3-7.97FC3(D3)-21.122VAC36.31-44.29-59.77-59.15-43.29-176.52-228.9VCA-32.44VCD6.21VDC-5.85VDE32.18VED-35.32集中力(KN)FA2-7.98FE2-7.97FC2(D2)-21.121VAC36.21-44.19-60.36-58.02-43.49-220.71-289.3VCA-32.54VCD6.7VDC-4.92VDE31.98VED-35.52集中力(KN)FA3-7.98FE3-7.97FC1(D1)-21.123NDNE-51.67-43.23-110.5-86.64-171.2-129.56-230.4-172.85-288.4-216.34

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