内力及配筋表 (2).xls

表 3-5梁内力组合 荷载 类型恒载活载风载恒载1.2+活载1.4恒载1.2+0.9（活载1.4+风载1.4）层次截面MVMVMVMmaxMminVmaxMmaxMminVmax1-40.459.28-5.717.053.220.9-56.4781.01-51.6281.155246.574.70.5362.460.0062.470.003-44.3-62.72-6.04-7.182.170.9-61.62-85.32-58.04-83.184-8.819.83-1.921.021.050.78-13.2613.22-11.6714.065-2.18-0.050-2.690.00-2.680.006-8.81-9.83-1.92-1.021.050.78-13.26-13.22-11.67-12.107-44.362.9-6.047.182.170.9-61.6285.53-58.0485.66846.574.70.5362.460.0062.470.009-40.4-59.28-5.71-7.053.220.9-56.47-81.01-51.62-78.891-46.35 44.91-18.620.19.392.62-81.6682.03-67.2282.524225.2411.020.0945.720.0044.290.003-37.91-44.93-19.7-20.186.342.62-73.07-82.17-62.33-76.044-4.757.74-2.072.923.052.26-8.6013.38-4.4715.815-0.45-1.230-2.260.00-2.090.006-6.6-7.74-2.07-2.923.052.26-10.82-13.38-6.69-10.127-48.36 63.87-19.66 20.186.342.62-85.56104.90-74.82105.37845.5711.020.0970.110.0068.680.009-51.13-63.54-18.61-20.16.172.62-87.41-104.39-77.03-98.271-40.83 44.91-19.5720.115.34.27-76.3982.03-54.3884.60322810.522.4948.330.0049.990.003-37.91-44.93-19.69-20.18 10.334.27-73.06-82.17-57.29-73.964-4.757.74-2.072.924.973.68-8.6013.38-2.0517.605-0.45-0.10-0.680.00-0.670.006-6.6-7.74-2.072.924.973.68-10.82-5.20-4.27-0.977-48.36 63.87-19.69 20.1810.334.27-85.60104.90-69.83107.45846.1810.522.4970.140.0071.810.009-49.91-63.54-19.57-20.115.34.27-87.29-104.39-65.27-96.191-39.644.91-20.0820.121.195.9-75.6382.03-46.1286.652228.6110.13.4448.470.0051.390.003-37.91-44.93-20.03-20.18 14.315.9-73.53-82.17-52.70-71.914-4.757.74-2.072.926.885.1-8.6013.380.3619.395-0.45-0.10-0.680.00-0.670.006-4.75-7.74-2.07-2.926.885.1-8.60-13.380.36-6.547-48.36 63.87-20.03 20.1814.315.9-86.07104.90-65.24109.50845.8510.13.4469.160.0072.080.009-50.56-63.54-20.08-20.121.195.9-88.78-104.39-59.27-94.141-37.28 44.91-16.8620.128.67.37-68.3482.03-29.9488.501229.2813.1306.5153.520.0059.880.003-37.49-44.93-17.18-20.18 15.597.37-69.04-82.17-46.99-70.064-4.917.74-2.222.927.495.55-9.0013.380.7519.965-0.94-0.250-1.480.00-1.440.006-7.43-7.74-2.22-2.927.495.55-12.02-13.38-2.28-5.977-47.81 63.87-17.18 20.1815.597.37-81.42104.90-59.38111.36847.6913.136.5175.610.0081.970.009-47.43-63.54-16.86-20.128.67.37-80.52-104.39-42.12-92.2932表 3-6柱的内力组合柱号 荷载 类型恒载活载风载内力组合层次恒载1.2+活载1.3恒载1.2+0.90（活载1.4+风载1.4）截面N M VNmaxMNminMMmax,N,V12345671柱Mt47.536.723.2266.4461.4569.5669.565Mb34.410.383.2255.8150.3058.4258.42N100.248.82-0.9132.64132.54130.27130.27V1.790.002.262柱Mt-48.26-4.953.22-64.84-60.09-68.21-68.21Mb-33.44-9.333.22-53.19-47.83-55.94-55.94N151.7311.170.12197.71196.30196.00196.00V1.790.00-2.263柱Mt49.964.953.2266.8862.1370.2570.25Mb38.049.333.2258.7153.3561.4661.46N151.7311.17-0.12197.71196.30196.00196.00V1.790.002.264柱Mt-47.53-6.723.22-66.44-61.45-69.56-69.56Mb-32.98-10.383.22-54.11-48.60-56.71-56.71N108.248.820.9142.24142.14139.87139.87V1.790.00-2.261柱Mt20.1211.516.1740.2630.8746.4246.424Mb23.1211.516.1743.8634.4750.0250.02N194.1534.02-3.52280.61280.28271.41271.41V3.430.004.322柱Mt-26.03-10.366.17-45.74-36.52-52.06-52.06Mb-26.03-10.366.17-45.74-36.52-52.06-52.06N287.0551.340.48416.34409.75408.54408.54V3.430.00-4.323柱Mt32.8310.366.1744.6860.2260.22Mb32.8310.366.1744.6860.2260.22N305.6851.34-0.48438.69432.11430.90430.90V3.430.004.324柱Mt-27.13-11.516.17-48.67-39.28-54.83-54.83Mb-29.38-11.516.17-51.37-41.98-57.53-57.53N220.8234.023.52312.61312.28303.41303.41V3.430.00-4.321柱Mt24.511.519.1345.5132.4055.4155.413Mb22.8211.519.1343.5030.3853.3953.39N288.0659.22-7.79428.58430.10410.47410.47V5.070.006.392柱Mt-26.03-10.369.13-45.74-32.79-55.79-55.79Mb-26.03-10.369.13-45.74-32.79-55.79-55.79N422.3371.491.07606.88598.22595.53595.53V5.070.00-6.39333柱Mt32.8310.369.1353.9040.9563.9563.953Mb32.8310.369.1353.9040.9563.9563.95N459.5971.49-1.07651.59642.93640.24640.24V5.070.006.394柱Mt-29.38-11.519.13-51.37-38.25-61.26-61.26Mb-28.33-11.519.13-50.11-36.99-60.00-60.00N333.3659.227.79482.94484.46464.83464.83V5.070.00-6.391柱Mt24.2912.1112.0646.1029.2159.6059.602Mb29.7713.3312.0654.3937.3267.7267.72N381.9784.42-13.69576.55581.98547.48547.48V6.70.008.442柱Mt-27.33-10.7712.06-47.87-31.17-61.56-61.56Mb-29.95-11.5712.06-52.14-35.32-65.71-65.71N557.6191.641.87797.43786.95782.24782.24V6.70.00-8.443柱Mt34.4910.7712.0656.4739.7670.1570.15Mb37.8111.5712.0661.5744.7575.1575.15N613.591.64-1.87864.50854.02849.31849.31V6.70.008.444柱Mt-31.06-12.1112.06-54.23-37.34-67.73-67.73Mb-30.99-13.3312.06-55.85-38.79-69.18-69.18N445.984.4213.69653.27658.70624.20624.20V6.70.00-8.441柱Mt14.096.511.0226.0111.2138.9838.981Mb8.073.322.0414.30-13.9341.6141.61N487.13109.62-21.06738.02749.21696.14696.14V8.480.0010.682柱Mt-14.61-6.03-11.02-25.97-39.02-11.24-11.24Mb-7.3-3.02-22.04-12.99-40.3415.2115.21N704.74111.783.691002.18991.18981.88981.88V8.480.00-10.683柱Mt18.46.0311.0230.5215.7943.5643.56Mb9.23.0222.0415.27-12.9342.6242.62N767.5111.78-3.691077.491066.491057.191057.19V8.480.0010.684柱Mt-17.9-6.5-11.02-30.58-43.56-15.78-15.78Mb-10.3-3.3-22.04-16.98-44.2911.2511.25N570.29109.6221.06837.82849.00795.93795.93V8.480.00-10.68表 3-6柱的内力组合柱号 荷载 类型恒载活载风载内力组合层次恒载1.2+活载1.3恒载1.2+0.90（活载1.4+风载1.4）截面N M VNmaxMNminMMmax,N,V123456734表 3-6柱的内力组合柱号 荷载 类型恒载活载风载内力组合层次恒载1.2+活载1.3恒载1.2+0.90（活载1.4+风载1.4）截面N M VNmaxMNminMMmax,N,V1234567表3-7框架梁纵向钢筋计算表层数截面M(kNm)实配钢筋As (%)51-51.620.0100.0110.995416.793 16603.000.58262.470.0130.0130.994505.023 16603.000.583-58.040.0120.0120.994468.933 16603.000.584-11.670.0020.0020.99993.833 16603.000.585-2.680.0010.0011.00021.523 16603.000.586-11.670.0020.0020.99993.833 16603.000.587-58.040.0120.0120.994468.933 20804.000.77862.470.0130.0130.994505.023 20804.000.779-51.620.0100.0110.995416.793 20804.000.7741-67.220.0140.0140.993543.693 16603.000.58244.290.0090.0090.995357.333 16603.000.583-62.330.0130.0130.994503.823 16603.000.584-4.470.0010.0011.00035.883 16603.000.585-2.090.0000.0001.00016.793 16603.000.586-6.690.0010.0010.99953.733 16603.000.587-74.820.0150.0150.992605.563 20804.000.77868.680.0140.0140.993555.573 20804.000.779-77.030.0160.0160.992623.633 20804.000.7731-54.380.0110.0110.994439.193 16603.000.58249.990.0100.0100.995403.613 16603.000.583-57.290.0120.0120.994462.833 16603.000.584-2.050.0000.0001.00016.443 16603.000.585-0.670.0000.0001.0005.353 16603.000.586-4.270.0010.0011.00034.283 16603.000.587-69.830.0140.0140.993564.883 20804.000.77871.810.0150.0150.993581.043 20804.000.779-65.270.0130.0130.993527.803 20804.000.7721-46.120.0090.0090.995372.203 16603.000.58251.390.0100.0100.995414.973 16603.000.583-52.700.0110.0110.995425.583 16603.000.5840.360.0000.0001.0002.903 16603.000.585-0.670.0000.0001.0005.353 16603.000.5860.360.0000.0001.0002.903 16603.000.587-65.240.0130.0130.993527.533 20804.000.77872.080.0150.0150.993583.263 20804.000.779-59.270.0120.0120.994478.993 20804.000.7711-29.940.0060.0060.997241.253 16603.000.58259.880.0120.0120.994483.943 16603.000.583-46.990.0100.0100.995379.263 16603.000.5840.750.0000.0001.0006.013 16603.000.585-1.440.0000.0001.00011.593 16603.000.586-2.280.0000.0001.00018.283 16603.000.587-59.380.0120.0120.994479.823 20804.000.77881.970.0170.0170.992664.003 20804.000.779-42.120.0090.0090.996339.803 20804.000.7740201hbfMfcss2115.01s0hfMAysss表3-8柱正截面配筋计算表位置五层四层三层二层一层组合MmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminM(kNm)69.5661.4569.5650.0234.4750.0255.4132.455.4167.7237.3267.7241.6113.9341.61N(kN)130.27132.54130.27271.41280.28271.41410.47430.1410.47547.48581.98547.48696.14749.21696.14533.97463.63533.97184.30122.98184.30134.9975.33134.99123.6964.13123.6959.7718.5959.77ea(mm)202020202020202020202020202020553.97483.63553.97204.30142.98204.30154.9995.33154.99143.6984.13143.6979.7738.5979.77lo=1.25H(mm)4.54.54.54.54.54.54.54.54.54.54.54.54.54.54.5lo/h9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.013.7213.4913.726.596.386.594.354.164.353.263.073.262.572.392.571.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.051.061.051.131.191.131.171.281.171.191.321.191.341.701.34795.87725.54795.87446.20384.89446.20396.90337.23396.90385.60326.03385.60321.68280.50321.680.040.040.040.080.080.080.120.130.120.160.180.160.210.230.21偏心类型大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心343.3277.2343.30.4-131.50.4-125.4-325.7-125.4-174.5-443.4-174.5-510.7-767.3-510.7实配钢筋 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20实配面积(mm2)103010301030103010301030103010301030103010301030103010301030450.12)(/0mmNMe 0.15.01NAfc21200/140011hlhei)(2mmheesi()sccsshfbhfNeAA02015.01)55.0(010bcbhfNhx)(0mmeeeai0.11表3-8柱正截面配筋计算表位置五层四层三层二层一层组合MmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminM(kNm)68.2160.0968.2152.0636.5252.0655.7932.7955.7965.7135.3265.7115.2140.3415.21N(kN)196.0196.30196.0408.54409.75408.54595.53598.22595.53782.24786.95782.24981.88991.18981.88348.01306.11348.01127.4389.13127.4393.6854.8193.6884.0044.8884.0015.4940.7015.49ea(mm)202020202020202020202020202020368.01326.11368.01147.43109.13147.43113.6874.81113.68104.0064.88104.0035.4960.7035.49lo=1.25H(mm)4.54.54.54.54.54.54.54.54.54.54.54.54.54.54.5lo/h9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.129.119.124.384.364.383.002.993.002.292.272.291.821.801.821.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.071.081.071.181.251.181.241.361.241.261.411.261.761.441.76609.91568.02609.91389.33351.03389.33355.58316.72355.58345.91306.79345.91277.39302.60277.390.060.060.060.120.120.120.180.180.180.240.240.240.300.300.30偏心类型大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心241.0177.6241.0-149.2-271.0-149.2-312.9-493.6-312.9-390.5-629.5-390.5-905.3-715.2-905.3实配钢筋 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20实配面积(mm2)103010301030103010301030103010301030103010301030103010301030460.12)(/0mmNMe 0.15.01NAfc21200/140011hlhei)(2mmheesi()sccsshfbhfNeAA02015.01)55.0(010bcbhfNhx)(0mmeeeai0.11()sccsshfbhfNeAA02015.01表3-8柱正截面配筋计算表位置五层四层三层二层一层组合MmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminM(kNm)70.2562.1370.2560.2244.6860.2263.9540.9563.9575.1544.7575.1543.5615.7943.56N(kN)196.00196.3196.00430.90432.11430.90640.24642.93640.24849.31854.02849.311057.19 1066.49 1057.19358.42316.51358.42139.75103.40139.7599.8863.6999.8888.4852.4088.4841.2014.8141.20ea(mm)202020202020202020202020202020378.42336.51378.42159.75123.40159.75119.8883.69119.88108.4872.40108.4861.2034.8161.20lo=1.25H(mm)4.54.54.54.54.54.54.54.54.54.54.54.54.54.54.5lo/h9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.129.119.124.154.144.152.792.782.792.102.092.101.691.681.691.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.071.081.071.171.221.171.221.321.221.251.371.251.441.771.44620.32578.41620.32401.66365.30401.66361.79325.60361.79350.39314.30350.39303.11276.71303.110.060.060.060.130.130.130.190.190.190.260.260.260.320.320.32偏心类型大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心256.8193.5256.8-110.9-232.7-110.9-290.0-470.7-290.0-363.6-602.3-363.6-720.9-940.1-720.9实配钢筋 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20实配面积(mm2)103010301030103010301030103010301030103010301030103010301030470.12)(/0mmNMe 0.15.01NAfc21200/140011hlhei)(2mmheesi()sccsshfbhfNeAA02015.01)55.0(010bcbhfNhx)(0mmeeeai0.11()sccsshfbhfNeAA02015.01表3-8柱正截面配筋计算表位置五层四层三层二层一层组合MmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminMmaxNmaxNminM(kNm)69.5661.4569.5657.5341.9857.5361.2638.2561.2669.1838.7969.1815.7844.2915.78N(kN)139.87142.14139.87303.41312.28303.41464.83484.46464.83624.2358.7624.2795.93849795.93497.32432.32497.32189.61134.43189.61131.7978.95131.79110.83108.14110.8319.8352.1719.83ea(mm)202020202020202020202020202020517.32452.32517.32209.61154.43209.61151.7998.95151.79130.83128.14130.8339.8372.1739.83lo=1.25H(mm)4.54.54.54.54.54.54.54.54.54.54.54.54.54.54.5lo/h9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.012.7812.5812.785.895.725.893.853.693.852.864.982.862.252.112.251.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.01.051.061.051.131.171.131.181.271.181.211.211.211.681.371.68759.22694.22759.22451.51396.33451.51393.69340.86393.69372.73370.04372.73281.73314.07281.730.040.040.040.090.090.090.140.150.140.190.110.190.240.260.24偏心类型大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心大偏心329.6263.5329.618.2-113.418.2-139.8-339.0-139.8-235.2-194.3-235.2-787.4-602.6-787.4实配钢筋 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20 2 16+2 20实配面积(mm2)103010301030103010301030103010301030103010301030103010301030480.12)(/0mmNMe 0.15.01NAfc21200/140011hlhei)(2mmheesi()sccsshfbhfNeAA02015.01)55.0(010bcbhfNhx)(0mmeeeai0.11()sccsshfbhfNeAA02015.01表3-9框架柱箍筋计算表层数柱号MtMbNVcV非加密区实配钢筋加密区实配钢筋5169.5658.42130.272.2645.8355.593.01072.5154.580.040.050.3482008100268.2155.94196.002.2644.4553.233.01072.5159.180.050.050.3482008100370.2561.46196.002.2647.1658.483.01072.5159.180.050.050.3482008100469.5656.71139.872.2645.2153.963.01072.5155.250.040.050.34820081004146.4250.02271.414.3234.5324.903.01072.5164.460.080.050.3482008100252.0652.06408.544.3237.2825.923.01072.5174.060.110.050.3482008100360.2260.22430.904.3243.1329.983.01072.5175.620.120.050.3482008100454.8357.53303.414.3240.2328.643.01072.5166.700.080.050.34820081003155.4153.39410.476.3938.9617.973.01072.5174.190.110.050.3482008100255.7955.79595.536.3939.9518.783.01072.5187.140.170.050.3482008100363.9563.95640.246.3945.8021.523.01072.5190.270.180.050.3482008100461.2660.00464.836.3943.4220.193.01072.5178.000.130.050.34820081002159.6067.72547.488.4445.5917.263.01072.5183.780.150.050.3482008100261.5665.71782.248.4445.5716.743.01072.5200.210.220.050.3482008100370.1575.15849.318.4452.0319.153.01072.5204.910.240.050.3482008100467.7369.18624.208.4449.0217.633.01072.5189.150.170.050.34820081001138.9841.61696.1410.6828.868.383.01072.5194.190.190.050.3482008100211.2415.21981.8810.689.473.063.01072.5214.190.270.050.3482008100343.5642.621057.1910.6830.868.583.01072.5219.460.300.050.3482008100415.7811.25795.9310.689.682.273.01072.5201.170.220.050.348200810049)(1.1NHMMVncbct0hVMcc0.3)(3.0kNbhfNc)(kN NAfNncyvtvsvffmin,05.0v