結(jié)構(gòu)設(shè)計表總匯

表3－1框架梁端剪力計算層次BC間梁CD間梁DE間梁+--++p/2-+p/2+631.481.1332.6130.3517.050.6916.3617.7429.161.1827.9830.34545.320.7446.0644.5823.481.4522.0324.9332.420.6331.7933.054345.320.9646.2844.3623.481.3922.0924.8732.420.7431.6833.16245.320.7246.0444.623.481.3522.1324.8332.420.6931.7333.11145.321.2446.5644.0823.481.8321.6525.3132.421.1531.2733.57表3－3梁跨中彎矩計算層數(shù)梁BC梁CD梁CDM中＝－M中＝－M中＝－613.300.5111.22517.063.4310.364317.153.3510.68216.913.4410.56118.672.1011.63用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（B軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值6上M-17.38-5.981.35①+11.4②-31.831.35①-23.461.35①+11.4②-31.83N205.3935.15326.48277.27326.48下M14.923.661.35①+11.4②25.261.35①20.141.35①+11.4②25.26N221.535.15348.23299.02348.23V-10.77-3.97-20.09-14.53-20.095上M-14.06-2.021.35①+11.4②-21.801.35①-18.981.35①+11.4②-21.80N440.1785.84714.40594.22714.40下M14.392.51.35①+11.4②22.921.35①19.421.35①+11.4②22.92N456.2885.84736.15615.97736.15V-9.48-2.05-15.66-12.79-15.664上M14.39-2.91.35①+11.4②15.361.35①19.421.35①+11.4②15.36N674.95135.391100.722911.181100.722下M14.392.821.35①+11.4②23.371.35①19.421.35①+11.4②23.37N691.06135.391122.477932.931122.477V-9.59-2.37-16.26-12.94-16.26注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（B軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值3上M-14.39-2.631.35①+11.4②-23.101.35①-19.421.35①+11.4②-23.10N909.73184.851486.9221228.1331486.922下M13.832.521.35①+11.4②22.1981.35①18.671.35①+11.4②22.19N925.84184.851508.6771249.81508.677V-9.41-2.14-15.69-12.70-15.692上M15.26-2.991.35①+11.4②16.4151.35①20.601.35①+11.4②16.41N1144.511234.21872.9661545.0881872.966下M19.423.631.35①+11.4②31.291.35①26.211.35①+11.4②31.29N1160.622234.21894.7111566.8331894.711V-11.56-2.52-19.13-15.60-19.131上M-6.88-1.511.35①+11.4②-11.401.35①-9.281.35①+11.4②-11.40N1339.299283.282204.6331808.0442204.633下M3.680.71.35①+11.4②5.941.35①4.971.35①+11.4②5.94N1363.4283.282237.1881840.5992237.188V-1.15-0.45-2.18-1.55-2.18注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN.。用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（B軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值6上M-17.38-5.984.23-4.231.2①+1..4②-29.221.2①+1..4④-26.771.2①+1..26(②②+④)-33.72N205.3935.152.74-2.74295.67242.63287.30下M14.923.66-1.411.411.2①+1..4②23.021.2①+1..4④)19.871.2①+1..26(②②+④)24.29N221.535.152.74-2.74315.01261.96306.63V-10.77-3.971.88-1.88-18.48-15.55-20.295上M-14.06-2.027.47-7.471.2①+1..4②-19.71.2①+1..4④-27.331.2①+1..26(②②+④)-28.82N440.1785.844.99-4.99648.38521.21630.07下M14.392.5-4.34.31.2①+1..4②20.761.2①+1..4④23.281.2①+1..26(②②+④)25.83N456.2885.844.99-4.99667.71540.55649.40V-9.48-2.053.89-3.89-14.24-16.82-18.86004上M-14.39-2.910.28-10.281.2①+1..4②-21.321.2①+1..4④-31.661.2①+1..26(②②+④)-33.87N674.95135.396.96-6.96999.48800.19971.76下M14.392.82-6.856.851.2①+1..4②21.211.2①+1..4④26.851.2①+1..26(②②+④)29.45N691.06135.396.96-6.961018.811819.52991.09V-9.59-2.375.71-5.71-14.82-19.50-21.68注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（B軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值3上M-14.39-2.6311.95-11.951.2①+1..4②-20.951.2①+1..4④-33.991.2①+1..26(②②+④)-35.63N909.73184.858.55-8.551350.4661079.7001313.811下M13.832.52-9.779.771.2①+1..4②20.121.2①+1..4④)30.271.2①+1..26(②②+④)32.08N925.84184.858.55-8.551369.7991099.0331333.144V-9.41-2.147.24-7.24-14.2888-21.42-23.112上M-15.26-2.9912.27-12.271.2①+1..4②-22.491.2①+1..4④-35.491.2①+1..26(②②+④)-37.53N1144.511234.28.41-8.411701.2991361.6331657.900下M19.423.63-15151.2①+1..4②28.381.2①+1..4④44.301.2①+1..26(②②+④)46.77N1160.622234.28.41-8.411720.6221380.9771677.233V-11.56-2.529.09-9.09-17.4-26.59-28.501上M-6.88-1.5123.54-23.541.2①+1..4②19.501.2①+1..4④-41.211.2①+1..4④-41.21N1339.299283.2815.14-15.141983.1551585.9551585.955下M3.680.7-47.9147.911.2①+1..4②-55.061.2①+1..4④71.491.2①+1..4④71.49N1363.4283.2815.14-15.142012.0881614.8881614.888V-1.15-0.4514.01-14.0115.70-20.99-20.99注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（C軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值6上M10.173.81.35①+11.4②19.041.35①13.721.35①+11.4②19.04N212.9216.53310.58287.44310.58下M-8.7-2.61.35①+11.4②-15.381.35①-11.741.35①+11.4②-15.38N229.0316.53332.33309.19332.33V6.291.7610.958.4910.955上M8.741.471.35①+11.4②13.851.35①11.791.35①+11.4②13.85N472.88116.92802.07638.38802.07下M-8.73-1.741.35①+11.4②-14.221.35①-11.781.35①+11.4②-14.22N488.99116.92823.82660.13823.82V5.820.798.967.858.964上M8.731.981.35①+11.4②14.551.35①11.781.35①+11.4②14.55N748.95177.61259.7221011.0881259.722下M-8.73-1.941.35①+11.4②-14.501.35①-11.781.35①+11.4②-14.50N765.06177.61281.4771032.8331281.4V5.821.059.327.859.32注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（C軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值3上M8.731.821.35①+11.4②14.331.35①11.781.35①+11.4②14.33N1025.022238.31717.3991383.7771717.399下M-8.58-1.761.35①+11.4②-14.041.35①-11.581.35①+11.4②-14.04N1041.133238.31739.1441405.5221739.144V5.770.999.177.789.172上M9.112.091.35①+11.4②15.221.35①12.291.35①+11.4②15.22N1301.099299.322175.5111756.4772175.511下M-11.08-2.431.35①+11.4②-18.361.35①-14.951.35①+11.4②-18.36N1317.2299.322197.2661778.2222197.266V6.731.3410.969.0810.961上M4.240.951.35①+11.4②7.051.35①5.721.35①+11.4②7.05N1577.166360.782634.2552129.1662634.255下M-2.57-0.531.35①+11.4②-4.211.35①-3.461.35①+11.4②-4.21N1601.277360.782666.8002161.7112666.800V0.740.241.330.991.33注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN.。用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（C軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值6上M10.173.86.74-6.741.2①+1..4②17.541.2①+1..4④2.761.2①+1..26(②②+③)25.48N212.9216.530.22-0.22278.66255.19276.60下M-8.7-2.6-3.793.791.2①+1..4②-14.081.2①+1..4④-5.131.2①+1..26(②②+③)-18.49N229.0316.530.22-0.22297.97274.52295.94V6.291.763.51-3.5110.012.6314.185上M8.741.4712.6-12.61.2①+1..4②12.541.2①+1..4④-7.151.2①+1..26(②②+③)28.21N472.88116.922.42-2.42731.14564.06717.82下M-8.73-1.74-9.129.121.2①+1..4②-12.911.2①+1..4④2.291.2①+1..26(②②+③)-24.15N488.99116.922.42-2.42750.47583.4737.15V5.820.797.24-7.248.09-3.1517.104上M8.731.9817.54-17.541.2①+1..4②13.241.2①+1..4④-14.081.2①+1..26(②②+③)35.07N748.95177.67.27-7.271147.388888.561131.677下M-8.73-1.94-14.3514.351.2①+1..4②-13.191.2①+1..4④9.611.2①+1..26(②②+③)-31.00N765.06177.67.27-7.271166.711907.891151.000V5.821.0510.63-10.638.45-7.8921.70注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（C軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值3上M8.731.8221.09-21.091.2①+1..4②13.021.2①+1..4④-19.051.2①+1..4③40.00N1025.022238.314.39-14.391563.6441209.8771250.177下M-8.58-1.76-18.818.81.2①+1..4②-12.761.2①+1..4④16.021.2①+1..4③-36.61N1041.133238.314.39-14.391582.9771229.2111269.500V5.770.9913.33-13.338.31-11.7325.582上M9.112.0922.9-22.91.2①+1..4②13.851.2①+1..4④-21.121.2①+1..4③42.99N1301.099299.3219.94-19.941980.3551533.3991589.222下M-11.08-2.43-27.9827.981.2①+1..4②-16.691.2①+1..4④25.871.2①+1..4③-52.46N1317.2299.3219.94-19.941999.6881552.7221608.555V6.731.3416.96-16.969.95-15.6631.821上M4.240.9553.24-53.241.2①+1..4②-60.791.2①+1..4④-69.441.2①+1..4③79.62N1577.166360.7831.06-31.062386.3111849.1001936.077下M-2.57-0.53-53.2453.241.2①+1..4②63.331.2①+1..4④71.451.2①+1..4③-77.62N1601.277360.7831.06-31.062415.2441878.0441965.000V0.740.2418.68-18.68-22.34-25.2627.04注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（D軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值6上M-7.07-1.851.35①+11.4②-12.134451.35①-9.544551.35①+11.4②-12.13445N209.7413.31301.7833283.1499301.7833下M5.060.971.35①+11.4②8.1891.35①6.8311.35①+11.4②8.189N225.8513.31323.53115304.89775323.53115V-4.04-0.29-5.86-5.454-5.865上M-4.37-0.441.35①+11.4②-6.515551.35①-5.899551.35①+11.4②-6.51555N486.43102.79800.58665656.68005800.58665下M4.570.611.35①+11.4②7.02351.35①6.16951.35①+11.4②7.0235N502.54102.79822.3355678.4299822.3355V-2.980.12-3.855-4.023-3.8554上M-4.57-0.741.35①+11.4②-7.205551.35①-6.169551.35①+11.4②-7.20555N779.23152.31265.188051051.966051265.18805下M4.570.711.35①+11.4②7.16351.35①6.16951.35①+11.4②7.1635N795.34152.31286.92291073.70091286.9229V-3.05-0.05-4.18755-4.11755-4.18755注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（D軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值3上M-4.57-0.661.35①+11.4②-7.091.35①-6.161.35①+11.4②-7.09N1072.033201.841729.8111447.2441729.811下M4.520.531.35①+11.4②6.841.35①6.101.35①+11.4②6.84N1088.144201.841751.5661468.91751.566V-3.03-0.06-4.17-4.09-4.172上M-4.7-0.731.35①+11.4②-7.361.35①-6.341.35①+11.4②-7.36N1364.833251.422194.5001842.5222194.500下M5.750.911.35①+11.4②9.031.35①7.761.35①+11.4②9.03N1380.944251.422216.2551864.2662216.255V-3.48-0.25-5.04-4.69-5.041上M-2.3-1.811.35①+11.4②-5.631.35①-3.101.35①+11.4②-5.63N1657.633300.942659.1112237.8002659.111下M0.80.141.35①+11.4②1.271.35①1.081.35①+11.4②1.27N1681.744300.942691.6662270.3442691.666V-0.4-0.05-0.61-0.54-0.61注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN.。用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（D軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值6上M-7.07-1.856.82-6.821.2①+1..4②-11.071.2①+1..4③1.061.2①+1..26(②②+④)-19.40N209.7413.310.55-0.55270.32252.45267.76下M5.060.97-441.2①+1..4②7.431.2①+1..4③0.471.2①+1..26(②②+④)12.33N225.8513.310.55-0.55289.65271.7287.09V-4.04-0.293.61-3.61-5.250.20-9.765上M-4.37-0.4412.55-12.551.2①+1..4②-5.861.2①+1..4③12.321.2①+1..4④-22.81N486.43102.79-0.250.25727.62583.36584.06下M4.570.61-9.479.471.2①+1..4②6.331.2①+1..4③-7.771.2①+1..4④18.74N502.54102.79-0.250.25746.95602.69603.39V-2.980.127.34-7.34-3.406.7-13.854上M-4.57-0.7417.87-17.871.2①+1..4②-6.521.2①+1..4③19.531.2①+1..4④-30.50N779.23152.3-3.13.11148.299930.73939.41下M4.570.71-14.7614.761.2①+1..4②6.471.2①+1..4③-15.181.2①+1..4④26.14N795.34152.3-3.13.11167.622950.06958.74V-3.05-0.0510.83-10.83-3.7311.50-18.82注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（D軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值3上M-4.57-0.6621.42-21.421.2①+1..4②-6.401.2①+1..4③24.501.2①+1..4④-35.47N1072.033201.84-7.767.761569.0111275.5771297.3下M4.520.53-19.7719.771.2①+1..4②6.161.2①+1..4③-22.251.2①+1..4④33.10N1088.144201.84-7.767.761588.3441294.9001316.633V-3.03-0.0613.73-13.73-3.7215.58-22.852上M-4.7-0.7323.71-23.711.2①+1..4②-6.661.2①+1..4③27.551.2①+1..4④-38.83N1364.833251.42-6.156.151989.7881629.1881646.400下M5.750.91-28.9728.971.2①+1..4②8.171.2①+1..4③-33.651.2①+1..4④47.45N1380.944251.42-6.156.152009.1111648.5111665.733V-3.48-0.2517.56-17.56-4.5220.40-28.761上M-2.3-1.8155.89-55.891.2①+1..4②65.381.2①+1..4③75.481.2①+1..4④-81.00N1657.633300.94-9.139.132356.8331976.3772001.933下M0.80.14-55.8955.891.2①+1..4②-69.281.2①+1..4③-77.281.2①+1..4④79.20N1681.744300.94-9.139.132385.7662005.3002030.877V-0.4-0.0519.61-19.6124.1626.97-27.93注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（E軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值6上M12.93.751.35①+11.4②22.661.35①17.411.35①+11.4②22.66N191.7431.05302.31258.84302.31下M-9.61-2.291.35①+11.4②-16.171.35①-12.971.35①+11.4②-16.17N207.8531.05324.06280.59324.06V7.52.513.6210.1213.625上M7.9711.35①+11.4②12.151.35①10.751.35①+11.4②12.15N394.6261.14618.33532.73618.33下M-8.6-1.351.35①+11.4②-13.51.35①-11.611.35①+11.4②-13.5N410.7361.14640.08554.48640.08V5.521.149.047.459.044上M8.61.651.35①+11.4②13.921.35①11.611.35①+11.4②13.92N597.591.07934.12806.62934.12下M-8.6-1.591.35①+11.4②-13.831.35①-11.611.35①+11.4②-13.83N613.6191.07955.87828.37955.87V5.731.379.657.739.65注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為Kn用于承載力計算算的框架柱柱由永久荷荷載效應(yīng)控控制的基本本組合表（E軸柱）層恒載活載Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②組合項目值組合項目值組合項目值3上M8.61.461.35①+11.4②13.651.35①11.611.35①+11.4②13.65N800.8120.931250.3881081.0881250.388下M-8.3-1.391.35①+11.4②-13.151.35①-11.201.35①+11.4②-13.15N816.91120.931272.1331102.8221272.133V5.631.229.307.609.302上M9.081.711.35①+11.4②14.651.35①12.251.35①+11.4②14.65N1003.266150.711565.3991354.4001565.399下M-11.38-2.041.35①+11.4②-18.211.35①-15.361.35①+11.4②-18.21N1019.377150.711587.1441376.1441587.1443V6.831.4411.239.2211.231上M4.010.811.35①+11.4②6.541.35①5.411.35①+11.4②6.54N1206.144180.291880.6991628.2881880.699下M-2.63-0.461.35①+11.4②-4.191.35①-3.551.35①+11.4②-4.19N1230.255180.291913.2441660.8331913.244V0.70.261.300.91.30注：1、恒載取系數(shù)為1.35；2、活荷載系數(shù)取1.4；3、表中彎矩的單位為kN.m，剪力的單位為kN.。用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（E軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值6上M12.93.754.48-4.481.2①+1..4②20.731.2①+1..4③21.751.2①+1..26(②②+③)25.84N191.7431.05-3.153.15273.55225.67265.24下M-9.61-2.29-1.661.661.2①+1..4②-14.731.2①+1..4③-13.851.2①+1..26(②②+③)-16.50N207.8531.05-3.153.15292.89245.01284.57V7.52.52.05-2.0512.511.8714.735上M7.9718.05-8.051.2①+1..4②10.961.2①+1..4③20.831.2①+1..26(②②+③)20.96N394.6261.14-6.396.39559.14464.59542.52下M-8.6-1.35-4.714.711.2①+1..4②-12.211.2①+1..4③-16.911.2①+1..26(②②+③)-17.95N410.7361.14-6.396.39578.47483.93561.86V5.521.144.24-4.248.2212.5613.404上M8.61.6511.2-11.21.2①+1..4②12.631.2①+1..4③26.001.2①+1..26(②②+③)26.51N597.591.07-8.968.96844.49704.4566820.45下M-8.6-1.59-7.467.461.2①+1..4②-12.541.2①+1..4③-20.761.2①+1..26(②②+③)-21.72N613.6191.07-8.968.96863.83723.78839.79V5.731.376.22-6.228.7915.5816.43注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱由可變荷荷載效應(yīng)控控制的基本本組合表（E軸柱）層恒載活載左風(fēng)右風(fēng)Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N①②③④組合項目值組合項目值組合項目值3上M8.61.4613.04-13.041.2①+1..4②12.361.2①+1..4③28.571.2①+1..26(②②+③)28.59N800.8120.93-11.0111.011130.266945.541099.455下M-8.3-1.39-10.6710.671.2①+1..4②-11.901.2①+1..4③-24.891.2①+1..26(②②+③)-25.15N816.91120.93-11.0111.011149.599964.871118.799V5.631.227.9-7.98.4617.8118.242上M9.081.7113.39-13.391.2①+1..4②13.291.2①+1..4③29.641.2①+1..26(②②+③)29.92N1003.266150.71-20.2120.211414.9001175.6111368.344下M-11.38-2.04-16.3716.371.2①+1..4②-16.511.2①+1..4③-36.571.2①+1..26(②②+③)-36.85N1019.377150.71-20.2120.211434.2331194.9551387.677V6.831.449.92-9.9210.2122.0822.501上M4.010.8135.67-35.671.2①+1..4②50.771.2①+1..4③54.751.2①+1..4④-45.12N1206.144180.29-23.2823.281645.2001414.7771479.9下M-2.63-0.46-47.3247.321.2①+1..4②-63.351.2①+1..4③-69.401.2①+1..4④63.09N1230.255180.29-23.2823.281674.1331443.7001508.899V0.70.2614.56-14.5619.5121.22-19.54注：1、恒載取系數(shù)為1.20；2、可變荷載系數(shù)取1.4組合系數(shù)取0.9；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架梁梁由永久荷荷載效應(yīng)控控制的基本本組合表(梁BC)層恒載活載Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②組合項目值組合項目值組合項目值6左M-17.38-5.981.35①+11.4②-31.83551.35①+11.4②-31.8355V32.6111.3059.8435559.84355中M13.304.741.35①+11.4②24.591V右M-22.11-7.691.35①+11.4②-40.614451.35①+11.4②-40.61445V-30.35-10.75-56.02225-56.022253左M-28.78-5.401.35①+11.4②-46.41331.35①+11.4②-46.4133V46.289.2375.475.4中M17.153.361.35①+11.4②27.85655V右M-32.08-6.051.35①+11.4②-51.77881.35①+11.4②-51.7788V-44.36-8.26-71.45-71.451左M-26.30-5.141.35①+11.4②-42.70111.35①+11.4②-42.7011V46.588.7775.16175.161中M18.673.491.35①+11.4②30.09055V右M-31.52-6.061.35①+11.4②-51.03661.35①+11.4②-51.0366V-44.08-8.53-71.45-71.45用于承載力計算算的框架梁梁由可變荷荷載效應(yīng)控控制的基本本組合表((梁BC)層恒載活載左風(fēng)右風(fēng)Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②③④組合項目值組合項目值組合項目值6左M-17.38-5.984.23-4.231.2①+1..26(②②+④)-33.721.2①+1..26(②②+④)-33.72V32.6111.3-2.742.7456.8256.82中M13.34.740.8-0.81.2①+1..26(②②+③)22.94V右M-22.11-7.69-2.632.631.2①+1..26(②②+③)-39.531.2①+1..26(②②+③)-39.53V-30.35-10.75-2.742.74-53.41-53.413左M-28.78-5.418.8-18.81.2①+1..26(②②+④)-65.021.2①+1..26(②②+④)-65.02V46.289.23-8.558.5577.9377.93中M17.153.362.47-2.471.2①+1..26(②②+③)27.92V右M-32.08-6.05-13.8613.861.2①+1..26(②②+③)-63.581.2①+1..26(②②+③)-63.58V-44.36-8.26-8.558.55-74.41-74.411左M-26.3-5.1438.54-38.541.2①+1..26(②②+④)-86.591.2①+1..26(②②+④)-86.59V46.588.77-15.1415.1486.0286.02中M18.673.493.43-3.431.2①+1..26(②②+③)31.13V右M-31.52-6.06-31.6731.671.2①+1..26(②②+③)-85.361.2①+1..26(②②+③)-85.36V-44.08-8.53-15.1415.14-82.72-82.72用于承載力計算算的框架梁梁由永久荷荷載效應(yīng)控控制的基本本組合表(梁CD)層恒載活載Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②組合項目值組合項目值組合項目值6左M-11.17-3.881.35①+11.4②-20.511.35①+11.4②-20.51V16.364.5928.5128.51中M0.51-0.201.35①+11.4②0.41V右M-10.07-2.681.35①+11.4②-17.341.35①+11.4②-17.34V-17.74-4.54-30.30-30.303左M-14.44-2.341.35①+11.4②-22.771.35①+11.4②-22.77V22.093.4134.5934.59中M3.350.411.35①+11.4②5.10V右M-10.69-1.801.35①+11.4②-16.951.35①+11.4②-16.95V-24.87-3.86-38.97-38.971左M-16.28-2.671.35①+11.4②-25.711.35①+11.4②-25.71V21.653.7134.4234.42中M2.100.201.35①+11.4②3.12V右M-11.35-1.811.35①+11.4②-17.851.35①+11.4②-17.85V-25.31-3.53-39.11-39.11用于承載力計算算的框架梁梁由可變荷荷載效應(yīng)控控制的基本本組合表((梁CD)層恒載活載左風(fēng)右風(fēng)Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②③④組合項目值組合項目值組合項目值6左M-11.17-3.884.11-4.111.2①+1..26(②②+④)-23.471.2①+1..26(②②+④)-23.47V16.364.59-2.962.9629.1429.14中M0.51-0.200.12-0.121.2①+1..26(②②+③)0.51V右M-10.07-2.68-3.873.871.2①+1..26(②②+③)-20.331.2①+1..26(②②+③)-20.33V-17.74-4.54-2.962.96-30.73-30.733左M-14.44-2.3421.68-21.681.2①+1..4*④-47.681.2①+1..26(②②+④)-47.59V22.093.41-15.6715.6748.4450.54中M3.350.410.53-0.531.2①+1..26(②②+③)5.20V右M-10.69-1.80-20.6220.621.2①+1..4*③-41.691.2①+1..26(②②+③)-41.07V-24.87-3.86-15.6715.67-51.78-54.451左M-16.28-2.6749.54-49.541.2①+1..4*④-88.891.2①+1..26(②②+④)-85.32V21.653.71-26.2626.2662.7463.74中M2.100.200.585-0.5851.2①+1..26(②②+③)3.50V右M-11.35-1.81-48.3748.371.2①+1..4*③-81.331.2①+1..26(②②+③)-76.84V-25.31-3.53-26.2626.26-67.13-67.90用于承載力計算算的框架梁梁由永久荷荷載效應(yīng)控控制的基本本組合表(梁DE)層恒載活載Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②組合項目值組合項目值組合項目值6左M-17.15-4.531.35①+11.4②-29.491.35①+11.4②-29.49V27.9811.3053.5953.59中M11.223.151.35①+11.4②19.55V右M-12.98-3.751.35①+11.4②-22.771.35①+11.4②-22.77V-30.34-10.75-56.00-56.003左M-19.72-3.141.35①+11.4②-31.011.35①+11.4②-31.01V31.689.2355.6955.69中M10.681.871.35①+11.4②17.03V右M-17.07-3.051.35①+11.4②-27.311.35①+11.4②-27.31V-33.16-8.26-56.33-56.331左M-19.52-3.121.35①+11.4②-30.721.35①+11.4②-30.72V31.278.7754.4954.49中M11.631.961.35①+11.4②18.44V右M-15.38-6.061.35①+11.4②-29.241.35①+11.4②-29.24V-33.57-2.85-49.30-49.30用于承載力計算算的框架梁梁由可變荷荷載效應(yīng)控控制的基本本組合表((梁DE)層恒載活載左風(fēng)右風(fēng)Mmax相應(yīng)的的VMmin相應(yīng)的的V|V|max相相應(yīng)的M①②③④組合項目值組合項目值組合項目值6左M-17.15-4.532.93-2.931.2①+1..26(②②+④)-29.971.2①+1..26(②②+④)-29.97V27.9811.30-3.153.1551.7851.78中M11.223.15-0.770.771.2①+1..26(②②+④)18.40V右M-12.98-3.75-4.484.481.2①+1..26(②②+③)-25.941.2①+1..26(②②+③)-25.94V-30.34-10.75-3.153.15-53.92-53.923左M-19.72-3.1415.56-15.561.2①+1..26(②②+④)-47.221.2①+1..26(②②+④)-47.22V31.689.23-11.0111.0163.5163.51中M10.681.87-2.472.471.2①+1..26(②②+④)18.28V右M-17.07-3.05-20.520.51.2①+1..26(②②+③)-50.151.2①+1..26(②②+③)-50.15V-33.16-8.26-11.0111.01-64.07-64.071左M-19.52-3.1236.49-36.491.2①+1..26(②②+④)-73.331.2①+1..26(②②+④)-73.33V31.278.77-23.2823.2877.9077.90中M11.631.96-7.777.771.2①+1..26(②②+④)26.22V右M-15.38-6.06-52.0452.041.2①+1..26(②②+③)-91.661.2①+1..26(②②+③)-91.66V-33.57-2.85-23.2823.28-73.20-73.20用于承載力計算算的框架梁梁BC考慮地震震作用的效效應(yīng)組合表表層重力荷載代表值值①水平地震作用Mmax相應(yīng)的的V左Mmin相應(yīng)的的V右Mmin相應(yīng)的的V②－左③－右組合項目值組合項目值組合項目值6左M-20.3719.28-19.281.2①+1..3③-51.051.0①+1..3②4.69V38.26-12.4312.4363.0622.10中M15.673.6-3.61.2①+1..3②24.58V右M-25.95-12.0818.081.0①+1..3③-0.991.2①+1..3②-54.64V-35.72-12.4312.43-18.56-59.023左M-31.4877.97-77.971.2①+1..3③-145.3771.0①+1..3②69.88V50.89-34.5134.51108.696.02中M18.839.39-9.391.2①+1..3②34.80V右M-35.10-59.1959.191.0①+1..3③46.581.2①+1..3②-119.066V-48.49-34.5134.51-0.86-103.0551左M-28.87163.43-163.4331.2①+1..3③-260.1771.0①+1..3②183.58V50.96-67.7767.77154.67-37.14中M20.4125.65-25.651.2①+1..3②57.84V右M-34.55-112.122112.121.0①+1..3③120.171.2①+1..3②-187.211V-48.34-67.7767.7745.17-146.111用于承載力計算算的框架梁梁CD考慮地震震作用的效效應(yīng)組合表表層重力荷載代表值值①水平地震作用Mmax相應(yīng)的的V左Mmin相應(yīng)的的V右Mmin相應(yīng)的的V②－左③－右組合項目值組合項目值組合項目值6左M-13.1118.59-18.591.2①+1..3③-41.381.0①+1..3②11.05V18.65-13.5413.5441.061.04中M0.410.27-0.271.2①+1..3②0.84V右M-11.41-18.0518.051.0①+1..3③13.491.2①+1..3②-37.15V-20.01-13.5413.54-1.32-41.613左M-15.6189.84-89.841.2①+1..3③-142.7111.0①+1..3②101.18V23.79-65.7265.72119.24-61.64中M3.551.11-1.111.2①+1..3②5.70V右M-11.59-87.6187.611.0①+1..3③109.311.2①+1..3②-127.800V-26.8-65.7265.7263.89-117.5991左M-17.61170.15-170.1551.2①+1..3③-255.9331.0①+1..3②203.58V23.50-123.899123.89199.16-137.555中M2.22.89-2.891.2①+1..3②6.40V右M-12.25-164.366164.361.0①+1..3③214.561.2①+1..3②-228.366V-27.07-123.899123.89143.89-193.544用于承載力計算算的框架梁梁DE考慮地震震作用的效效應(yīng)組合表表層重力荷載代表值值①水平地震作用Mmax相應(yīng)的的V左Mmin相應(yīng)的的V右Mmin相應(yīng)的的V②－左③－右組合項目值組合項目值組合項目值6左M-19.4113.62-13.621.2①+1..3③-42.081.0①+1..3②-1.70V33.63-15.9215.9262.3212.93中M12.79-3.433.431.2①+1..3③19.80V右M-14.85-20.4820.481.0①+1..3③13.411.2①+1..3②-44.44V-35.71-15.9215.92-13.74-63.543左M-21.2966.63-66.631.2①+1..3③-117.4991.0①+1..3②65.329V36.29-44.544.5104.95-21.56中M11.61-9.2259.2251.2①+1..3③25.92V右M-18.59-85.0885.081.0①+1..3③98.821.2①+1..3②-132.911V-37.29-44.544.524.12-102.5991左M-21.08125.01-125.0111.2①+1..3③-197.8111.0①+1..3②141.43V35.65-78.5978.59151.23-66.51中M12.61-27.4727.471.2①+1..3③50.84V右M-18.41-179.955179.951.0①+1..3③229.921.2①+1..3②-256.022V-34.99-78.5978.5973.46-144.155用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（B軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值6上M-20.3719.28-19.281.2①+1..3②0.621.0①+1..3③-45.431.2①+1..3③-49.50N222.9612.43-12.43283.71206.80251.39下M16.75-6.246.241.2①+1..3②11.981.0①+1..3③24.861.2①+1..3③28.21N239.0712.43-12.43303.04222.91270.72V-12.758.57-8.57-4.15-23.89-26.445上M-15.0733.66-33.661.2①+1..3②25.671.0①+1..3③-58.821.2①+1..3③-61.84N483.0921.68-21.68607.89454.90551.52下M15.64-18.9318.931.2①+1..3②-5.8411.0①+1..3③40.241.2①+1..3③43.37N499.221.68-21.68627.22471.01570.85V-10.5017.53-17.5310.18-33.28-35.384上M12.9443.42-43.421.2①+1..3②71.971.0①+1..3③-43.501.2①+1..3③-40.91N742.6429.49-29.49929.50704.30852.83下M15.8-28.9528.951.2①+1..3②-18.671.0①+1..3③53.431.2①+1..3③56.59N758.755529.49-29.49948.84720.41872.16V-10.775524.12-24.1218.42-42.13-44.28注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（B軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值3上M-15.7049.02-49.021.2①+1..3②44.8861.0①+1..3③-79.42661.2①+1..3③-82.5666N1002.15534.51-34.511247.4443957.28771157.7117下M15.09-40.1140.111.2①+1..3②-34.03551.0①+1..3③67.2331.2①+1..3③70.251N1018.26634.51-34.511266.7775973.39771177.0449V-10.4829.71-29.7126.047-49.1033-51.19992上M13.7645.66-45.661.2①+1..3②75.871.0①+1..3③-45.59881.2①+1..3③-42.8466N1261.61154.13-54.131584.30011191.24411443.5663下M21.23-55.8155.811.2①+1..3②-47.07771.0①+1..3③93.7831.2①+1..3③98.029N1277.72254.13-54.131603.63331207.35511462.8995V-12.8233.82-33.8228.582-56.7866-59.351上M-7.63106.62-106.6221.2①+1..3②129.451.0①+1..3③-146.23361.2①+1..3③-147.7662N1480.93364.77-64.771861.31171396.72291692.9115下M4.03-159.933159.931.2①+1..3②-203.07731.0①+1..3③211.93991.2①+1..3③212.7455N1505.04464.77-64.771890.24491420.83391721.8447V-1.3746.76-46.7659.144-62.1588-62.4322注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（C軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值6上M12.0732.67-32.671.2①+1..3②56.9551.0①+1..3③-30.40111.2①+1..3②56.955N221.181.11-1.11266.8599219.7377266.8599下M-10-17.5717.571.2①+1..3②-34.84111.0①+1..3③12.8411.2①+1..3②-34.8411N237.291.11-1.11286.1911235.8477286.1911V7.1715.97-15.9729.365-13.591129.3655上M9.4756.85-56.851.2①+1..3②85.2691.0①+1..3③-64.43551.2①+1..3②85.269N531.3412.06-12.06653.2866515.6622653.2866下M-9.6-41.1641.161.2①+1..3②-65.02881.0①+1..3③43.9081.2①+1..3②-65.0288N547.4512.06-12.06672.6188531.7722672.6188V6.2132.67-32.6749.923-36.261149.9234上M9.7274.19-74.191.2①+1..3②108.11111.0①+1..3③-86.72771.2①+1..3②108.1111N837.7534.04-34.041049.5552793.49881049.5552下M-9.7-60.760.71.2①+1..3②-90.551.0①+1..3③69.211.2①+1..3②-90.55N853.8634.04-34.041068.8884809.60881068.8884V6.3444.96-44.9666.056-52.108866.056注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（C軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值3上M9.6488.04-88.041.2①+1..3②126.021.0①+1..3③-104.81121.2①+1..3②126.02N1144.17765.25-65.251457.82291059.34451457.8229下M-9.46-78.0778.071.2①+1..3②-112.84431.0①+1..3③92.0311.2①+1..3②-112.8443N1160.28865.25-65.251477.16611075.45551477.1661V6.2655.37-55.3779.493-65.721179.4932上M10.1585.1-85.11.2①+1..3②122.811.0①+1..3③-100.4881.2①+1..3②122.81N1450.783.99-83.991850.02271341.51131850.0227下M-12.29-104.01104.011.2①+1..3②-149.96611.0①+1..3③122.92331.2①+1..3②-149.9661N1466.86683.99-83.991917.16671397.46631917.1667V7.463.04-63.0477.632-85.552277.6321上M4.71177.69-177.6991.2①+1..3②236.64991.0①+1..3③-226.28871.2①+1..3②236.6499N1757.555143.11-143.1112295.10031571.50072295.1003下M-2.83-177.699177.691.2①+1..3②-234.39931.0①+1..3③228.16771.2①+1..3②-234.3993N1781.666143.11-143.1112324.03351595.61172324.0335V0.8662.34-62.3482.074-80.182282.074注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（D軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值6上M-7.9931.61-31.611.2①+1..3②31.5051.0①+1..3③-49.08331.2①+1..3③-50.6811N216.392.38-2.38262.7622213.2966256.5744下M5.54-18.618.61.2①+1..3②-17.53221.0①+1..3③29.721.2①+1..3③30.828N232.502.38-2.38282.0944229.4066275.9066V-4.1816.75-16.7516.759-25.9555-26.79115上M-4.5958.59-58.591.2①+1..3③-81.67551.0①+1..3②71.5771.2①+1..3③-81.6755N537.82-2.122.12648.14535.0644648.14下M4.87-44.244.21.2①+1..3③63.3041.0①+1..3②-52.591.2①+1..3③63.304N553.93-2.122.12667.4722551.1744667.4722V-2.9234.26-34.26-48.042241.618-48.04224上M-4.9477.81-77.811.2①+1..3③-107.08811.0①+1..3②96.2131.2①+1..3③-107.0881N855.38-15.3315.331046.3885835.45111046.3885下M4.92-63.6663.661.2①+1..3③88.6621.0①+1..3②-77.83881.2①+1..3③88.662N871.49-15.3315.331065.7117851.56111065.7117V-3.0747.15-47.15-64.979958.225-64.9799注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（D軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值3上M-4.990.59-90.591.2①+1..3③-123.64471.0①+1..3②112.86771.2①+1..3③-123.6447N1172.955-36.5536.551455.05551125.43351455.0555下M4.78-83.6283.621.2①+1..3③114.44221.0①+1..3②-103.92261.2①+1..3③114.4422N1189.066-36.5536.551474.38871141.54451474.3887V-3.0658.07-58.07-79.163372.431-79.16332上M-5.0698.19-98.191.2①+1..3③-133.71191.0①+1..3②122.58771.2①+1..3③-133.7119N1490.544-38.6938.691838.94451440.24431838.9445下M6.20-109.099109.091.2①+1..3③149.25771.0①+1..3②-135.61171.2①+1..3③149.2577N1506.655-38.6938.691858.27771456.35531858.2777V-3.6066.11-66.11-90.263382.343-90.26331上M-3.20180.22-180.2221.2①+1..3③-238.12261.0①+1..3②231.08661.2①+1..3③-238.1226N1808.1-83.9983.992278.90071698.91132278.9007下M0.87-180.222180.221.2①+1..3③235.331.0①+1..3②-233.41161.2①+1..3③235.33N1832.211-83.9983.992307.83391723.02232307.8339V-0.4263.25-63.25-82.729981.805-82.7299注：1、重力荷載代表值為恒載+0.5*活載；2、重力荷載代表值和水平地震作用的分項系數(shù)分別為1.2、1.0、1.3；3、表中彎矩的單位為kN.m，剪力的單位為kN.用于承載力計算算的框架柱柱考慮地震震作用效應(yīng)應(yīng)的基本組組合表（E軸柱）層重力荷載代表值值①水平地震作用Nmax相應(yīng)的的MNmin相應(yīng)的的M|M|max相相應(yīng)的N②－左③－右組合項目值組合項目值組合項目值6上M14.7720.4-20.41.2①+1..3②44.2441.0①+1..3③-11.751.2①+1..3②44.244N207.26-15.9215.92