结构设计表总汇

表31框架梁端剪力计算层次BC间梁CD间梁DE间梁+-+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33 梁跨中弯矩计算层数梁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用于承载力计算的框架柱由永久荷载效应控制的基本组合表（B轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M-17.38-5.981.35+1.4-31.831.35-23.461.35+1.4-31.83N205.3935.15326.48277.27326.48下M14.923.661.35+1.425.261.3520.141.35+1.425.26N221.535.15348.23299.02348.23V-10.77-3.97-20.09-14.53-20.095上M-14.06-2.021.35+1.4-21.801.35-18.981.35+1.4-21.80N440.1785.84714.40594.22714.40下M14.392.51.35+1.422.921.3519.421.35+1.422.92N456.2885.84736.15615.97736.15V-9.48-2.05-15.66-12.79-15.664上M14.39-2.91.35+1.415.361.3519.421.35+1.415.36N674.95135.391100.72911.181100.72下M14.392.821.35+1.423.371.3519.421.35+1.423.37N691.06135.391122.47932.931122.47V-9.59-2.37-16.26-12.94-16.26注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN用于承载力计算的框架柱由永久荷载效应控制的基本组合表（B轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M-14.39-2.631.35+1.4-23.101.35-19.421.35+1.4-23.10N909.73184.851486.921228.131486.92下M13.832.521.35+1.422.1981.3518.671.35+1.422.19N925.84184.851508.671249.81508.67V-9.41-2.14-15.69-12.70-15.692上M15.26-2.991.35+1.416.4151.3520.601.35+1.416.41N1144.51234.21872.961545.081872.96下M19.423.631.35+1.431.291.3526.211.35+1.431.29N1160.62234.21894.711566.831894.71V-11.56-2.52-19.13-15.60-19.131上M-6.88-1.511.35+1.4-11.401.35-9.281.35+1.4-11.40N1339.29283.282204.631808.042204.63下M3.680.71.35+1.45.941.354.971.35+1.45.94N1363.4283.282237.181840.592237.18V-1.15-0.45-2.18-1.55-2.18注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN.。用于承载力计算的框架柱由可变荷载效应控制的基本组合表（B轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M-17.38-5.984.23-4.231.2+1.4-29.221.2+1.4-26.771.2+1.26(+)-33.72N205.3935.152.74-2.74295.67242.63287.30下M14.923.66-1.411.411.2+1.423.021.2+1.4)19.871.2+1.26(+)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-14.06-2.027.47-7.471.2+1.4-19.71.2+1.4-27.331.2+1.26(+)-28.82N440.1785.844.99-4.99648.38521.21630.07下M14.392.5-4.34.31.2+1.420.761.2+1.423.281.2+1.26(+)25.83N456.2885.844.99-4.99667.71540.55649.40V-9.48-2.053.89-3.89-14.24-16.82-18.8604上M-14.39-2.910.28-10.281.2+1.4-21.321.2+1.4-31.661.2+1.26(+)-33.87N674.95135.396.96-6.96999.48800.19971.76下M14.392.82-6.856.851.2+1.421.211.2+1.426.851.2+1.26(+)29.45N691.06135.396.96-6.961018.81819.52991.09V-9.59-2.375.71-5.71-14.82-19.50-21.68注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由可变荷载效应控制的基本组合表（B轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M-14.39-2.6311.95-11.951.2+1.4-20.951.2+1.4-33.991.2+1.26(+)-35.63N909.73184.858.55-8.551350.461079.701313.81下M13.832.52-9.779.771.2+1.420.121.2+1.4)30.271.2+1.26(+)32.08N925.84184.858.55-8.551369.791099.031333.14V-9.41-2.147.24-7.24-14.288-21.42-23.112上M-15.26-2.9912.27-12.271.2+1.4-22.491.2+1.4-35.491.2+1.26(+)-37.53N1144.51234.28.41-8.411701.291361.631657.90下M19.423.63-15151.2+1.428.381.2+1.444.301.2+1.26(+)46.77N1160.62234.28.41-8.411720.621380.971677.23V-11.56-2.529.09-9.09-17.4-26.59-28.501上M-6.88-1.5123.54-23.541.2+1.419.501.2+1.4-41.211.2+1.4-41.21N1339.29283.2815.14-15.141983.151585.951585.95下M3.680.7-47.9147.911.2+1.4-55.061.2+1.471.491.2+1.471.49N1363.4283.2815.14-15.142012.081614.881614.88V-1.15-0.4514.01-14.0115.70-20.99-20.99注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由永久荷载效应控制的基本组合表（C轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M10.173.81.35+1.419.041.3513.721.35+1.419.04N212.9216.53310.58287.44310.58下M-8.7-2.61.35+1.4-15.381.35-11.741.35+1.4-15.38N229.0316.53332.33309.19332.33V6.291.7610.958.4910.955上M8.741.471.35+1.413.851.3511.791.35+1.413.85N472.88116.92802.07638.38802.07下M-8.73-1.741.35+1.4-14.221.35-11.781.35+1.4-14.22N488.99116.92823.82660.13823.82V5.820.798.967.858.964上M8.731.981.35+1.414.551.3511.781.35+1.414.55N748.95177.61259.721011.081259.72下M-8.73-1.941.35+1.4-14.501.35-11.781.35+1.4-14.50N765.06177.61281.471032.831281.4V5.821.059.327.859.32注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN用于承载力计算的框架柱由永久荷载效应控制的基本组合表（C轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M8.731.821.35+1.414.331.3511.781.35+1.414.33N1025.02238.31717.391383.771717.39下M-8.58-1.761.35+1.4-14.041.35-11.581.35+1.4-14.04N1041.13238.31739.141405.521739.14V5.770.999.177.789.172上M9.112.091.35+1.415.221.3512.291.35+1.415.22N1301.09299.322175.511756.472175.51下M-11.08-2.431.35+1.4-18.361.35-14.951.35+1.4-18.36N1317.2299.322197.261778.222197.26V6.731.3410.969.0810.961上M4.240.951.35+1.47.051.355.721.35+1.47.05N1577.16360.782634.252129.162634.25下M-2.57-0.531.35+1.4-4.211.35-3.461.35+1.4-4.21N1601.27360.782666.802161.712666.80V0.740.241.330.991.33注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN.。用于承载力计算的框架柱由可变荷载效应控制的基本组合表（C轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M10.173.86.74-6.741.2+1.417.541.2+1.42.761.2+1.26(+)25.48N212.9216.530.22-0.22278.66255.19276.60下M-8.7-2.6-3.793.791.2+1.4-14.081.2+1.4-5.131.2+1.26(+)-18.49N229.0316.530.22-0.22297.97274.52295.94V6.291.763.51-3.5110.012.6314.185上M8.741.4712.6-12.61.2+1.412.541.2+1.4-7.151.2+1.26(+)28.21N472.88116.922.42-2.42731.14564.06717.82下M-8.73-1.74-9.129.121.2+1.4-12.911.2+1.42.291.2+1.26(+)-24.15N488.99116.922.42-2.42750.47583.4737.15V5.820.797.24-7.248.09-3.1517.104上M8.731.9817.54-17.541.2+1.413.241.2+1.4-14.081.2+1.26(+)35.07N748.95177.67.27-7.271147.38888.561131.67下M-8.73-1.94-14.3514.351.2+1.4-13.191.2+1.49.611.2+1.26(+)-31.00N765.06177.67.27-7.271166.71907.891151.00V5.821.0510.63-10.638.45-7.8921.70注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由可变荷载效应控制的基本组合表（C轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M8.731.8221.09-21.091.2+1.413.021.2+1.4-19.051.2+1.440.00N1025.02238.314.39-14.391563.641209.871250.17下M-8.58-1.76-18.818.81.2+1.4-12.761.2+1.416.021.2+1.4-36.61N1041.13238.314.39-14.391582.971229.211269.50V5.770.9913.33-13.338.31-11.7325.582上M9.112.0922.9-22.91.2+1.413.851.2+1.4-21.121.2+1.442.99N1301.09299.3219.94-19.941980.351533.391589.22下M-11.08-2.43-27.9827.981.2+1.4-16.691.2+1.425.871.2+1.4-52.46N1317.2299.3219.94-19.941999.681552.721608.55V6.731.3416.96-16.969.95-15.6631.821上M4.240.9553.24-53.241.2+1.4-60.791.2+1.4-69.441.2+1.479.62N1577.16360.7831.06-31.062386.311849.101936.07下M-2.57-0.53-53.2453.241.2+1.463.331.2+1.471.451.2+1.4-77.62N1601.27360.7831.06-31.062415.241878.041965.00V0.740.2418.68-18.68-22.34-25.2627.04注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由永久荷载效应控制的基本组合表（D轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M-7.07-1.851.35+1.4-12.13451.35-9.54451.35+1.4-12.1345N209.7413.31301.783283.149301.783下M5.060.971.35+1.48.1891.356.8311.35+1.48.189N225.8513.31323.5315304.8975323.5315V-4.04-0.29-5.86-5.454-5.865上M-4.37-0.441.35+1.4-6.51551.35-5.89951.35+1.4-6.5155N486.43102.79800.5865656.6805800.5865下M4.570.611.35+1.47.02351.356.16951.35+1.47.0235N502.54102.79822.335678.429822.335V-2.980.12-3.855-4.023-3.8554上M-4.57-0.741.35+1.4-7.20551.35-6.16951.35+1.4-7.2055N779.23152.31265.18051051.96051265.1805下M4.570.711.35+1.47.16351.356.16951.35+1.47.1635N795.34152.31286.9291073.7091286.929V-3.05-0.05-4.1875-4.1175-4.1875注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN用于承载力计算的框架柱由永久荷载效应控制的基本组合表（D轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M-4.57-0.661.35+1.4-7.091.35-6.161.35+1.4-7.09N1072.03201.841729.811447.241729.81下M4.520.531.35+1.46.841.356.101.35+1.46.84N1088.14201.841751.561468.91751.56V-3.03-0.06-4.17-4.09-4.172上M-4.7-0.731.35+1.4-7.361.35-6.341.35+1.4-7.36N1364.83251.422194.501842.522194.50下M5.750.911.35+1.49.031.357.761.35+1.49.03N1380.94251.422216.251864.262216.25V-3.48-0.25-5.04-4.69-5.041上M-2.3-1.811.35+1.4-5.631.35-3.101.35+1.4-5.63N1657.63300.942659.112237.802659.11下M0.80.141.35+1.41.271.351.081.35+1.41.27N1681.74300.942691.662270.342691.66V-0.4-0.05-0.61-0.54-0.61注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN.。用于承载力计算的框架柱由可变荷载效应控制的基本组合表（D轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M-7.07-1.856.82-6.821.2+1.4-11.071.2+1.41.061.2+1.26(+)-19.40N209.7413.310.55-0.55270.32252.45267.76下M5.060.97-441.2+1.47.431.2+1.40.471.2+1.26(+)12.33N225.8513.310.55-0.55289.65271.7287.09V-4.04-0.293.61-3.61-5.250.20-9.765上M-4.37-0.4412.55-12.551.2+1.4-5.861.2+1.412.321.2+1.4-22.81N486.43102.79-0.250.25727.62583.36584.06下M4.570.61-9.479.471.2+1.46.331.2+1.4-7.771.2+1.418.74N502.54102.79-0.250.25746.95602.69603.39V-2.980.127.34-7.34-3.406.7-13.854上M-4.57-0.7417.87-17.871.2+1.4-6.521.2+1.419.531.2+1.4-30.50N779.23152.3-3.13.11148.29930.73939.41下M4.570.71-14.7614.761.2+1.46.471.2+1.4-15.181.2+1.426.14N795.34152.3-3.13.11167.62950.06958.74V-3.05-0.0510.83-10.83-3.7311.50-18.82注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由可变荷载效应控制的基本组合表（D轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M-4.57-0.6621.42-21.421.2+1.4-6.401.2+1.424.501.2+1.4-35.47N1072.03201.84-7.767.761569.011275.571297.3下M4.520.53-19.7719.771.2+1.46.161.2+1.4-22.251.2+1.433.10N1088.14201.84-7.767.761588.341294.901316.63V-3.03-0.0613.73-13.73-3.7215.58-22.852上M-4.7-0.7323.71-23.711.2+1.4-6.661.2+1.427.551.2+1.4-38.83N1364.83251.42-6.156.151989.781629.181646.40下M5.750.91-28.9728.971.2+1.48.171.2+1.4-33.651.2+1.447.45N1380.94251.42-6.156.152009.111648.511665.73V-3.48-0.2517.56-17.56-4.5220.40-28.761上M-2.3-1.8155.89-55.891.2+1.465.381.2+1.475.481.2+1.4-81.00N1657.63300.94-9.139.132356.831976.372001.93下M0.80.14-55.8955.891.2+1.4-69.281.2+1.4-77.281.2+1.479.20N1681.74300.94-9.139.132385.762005.302030.87V-0.4-0.0519.61-19.6124.1626.97-27.93注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由永久荷载效应控制的基本组合表（E轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M12.93.751.35+1.422.661.3517.411.35+1.422.66N191.7431.05302.31258.84302.31下M-9.61-2.291.35+1.4-16.171.35-12.971.35+1.4-16.17N207.8531.05324.06280.59324.06V7.52.513.6210.1213.625上M7.9711.35+1.412.151.3510.751.35+1.412.15N394.6261.14618.33532.73618.33下M-8.6-1.351.35+1.4-13.51.35-11.611.35+1.4-13.5N410.7361.14640.08554.48640.08V5.521.149.047.459.044上M8.61.651.35+1.413.921.3511.611.35+1.413.92N597.591.07934.12806.62934.12下M-8.6-1.591.35+1.4-13.831.35-11.611.35+1.4-13.83N613.6191.07955.87828.37955.87V5.731.379.657.739.65注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为Kn用于承载力计算的框架柱由永久荷载效应控制的基本组合表（E轴柱）层恒载活载Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值3上M8.61.461.35+1.413.651.3511.611.35+1.413.65N800.8120.931250.381081.081250.38下M-8.3-1.391.35+1.4-13.151.35-11.201.35+1.4-13.15N816.91120.931272.131102.821272.13V5.631.229.307.609.302上M9.081.711.35+1.414.651.3512.251.35+1.414.65N1003.26150.711565.391354.401565.39下M-11.38-2.041.35+1.4-18.211.35-15.361.35+1.4-18.21N1019.37150.711587.141376.141587.143V6.831.4411.239.2211.231上M4.010.811.35+1.46.541.355.411.35+1.46.54N1206.14180.291880.691628.281880.69下M-2.63-0.461.35+1.4-4.191.35-3.551.35+1.4-4.19N1230.25180.291913.241660.831913.24V0.70.261.300.91.30注：1、恒载取系数为1.35； 2、活荷载系数取1.4； 3、表中弯矩的单位为kN.m，剪力的单位为kN.。用于承载力计算的框架柱由可变荷载效应控制的基本组合表（E轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项目值6上M12.93.754.48-4.481.2+1.420.731.2+1.421.751.2+1.26(+)25.84N191.7431.05-3.153.15273.55225.67265.24下M-9.61-2.29-1.661.661.2+1.4-14.731.2+1.4-13.851.2+1.26(+)-16.50N207.8531.05-3.153.15292.89245.01284.57V7.52.52.05-2.0512.511.8714.735上M7.9718.05-8.051.2+1.410.961.2+1.420.831.2+1.26(+)20.96N394.6261.14-6.396.39559.14464.59542.52下M-8.6-1.35-4.714.711.2+1.4-12.211.2+1.4-16.911.2+1.26(+)-17.95N410.7361.14-6.396.39578.47483.93561.86V5.521.144.24-4.248.2212.5613.404上M8.61.6511.2-11.21.2+1.412.631.2+1.426.001.2+1.26(+)26.51N597.591.07-8.968.96844.49704.456820.45下M-8.6-1.59-7.467.461.2+1.4-12.541.2+1.4-20.761.2+1.26(+)-21.72N613.6191.07-8.968.96863.83723.78839.79V5.731.376.22-6.228.7915.5816.43注：1、恒载取系数为1.20； 2、可变荷载系数取1.4组合系数取0.9； 3、表中弯矩的单位为kN.m，剪力的单位为kN.用于承载力计算的框架柱由可变荷载效应控制的基本组合表（E轴柱）层恒载活载左风右风Nmax相应的MNmin相应的M|M|max相应的N组合项目值组合项目值组合项