土木工程毕业设计内力组合计算表格(含公式)

框架梁内力计算结果汇总荷载类型层数截面1-1截面2-2截面3-3截面4-4截面5-5MVMMVMVM(KN·m)KN(KN·m)(KN·m)KN(KN·m)KNKN恒荷载①5-27.5947.4954.01-37.36-51.86-16.1213.90-10.214-37.8053.2247.76-41.45-54.86-14.8110.75-10.693-36.4953.1048.80-40.67-54.98-10.3710.75-5.472-36.6753.1948.81-40.48-54.89-10.4910.75-5.611-33.2153.6053.19-35.18-54.48-13.8910.75-9.61活荷载②5-2.793.153.312.67-3.35-0.950.55-0.574-10.4812.7314.2411.85-13.25-2.822.770.573-10.8612.7513.9011.45-13.23-2.672.770.732-10.9212.7713.9011.45-13.21-2.702.770.691-9.9312.8915.1612.93-13.09-3.692.77-1.34重力荷载代表值③=①+0.5×②5-28.9849.0655.66-36.02-53.54-16.5914.18-10.494-43.0459.5954.88-35.53-61.48-16.2212.13-10.403-41.9259.4855.75-34.95-61.59-11.7012.13-5.112-42.1359.5755.76-34.75-61.50-11.8412.13-5.271-38.1760.0460.77-28.72-61.02-15.7312.13-10.28左风荷载④53.000.960.48-2.050.962.041.810.0047.642.481.14-5.362.485.324.730.00312.514.111.72-9.064.118.987.980.00217.135.791.93-13.275.7913.1111.660.00126.918.464.70-17.518.4617.4615.520.00右风荷载⑤5-3.00-0.96-0.482.05-0.96-2.04-1.810.004-7.64-2.48-1.145.36-2.48-5.32-4.730.003-12.51-4.11-1.729.06-4.11-8.98-7.980.002-17.13-5.79-1.9313.27-5.79-13.11-11.660.001-26.91-8.46-4.7017.51-8.46-17.46-15.520.00左震荷载⑥531.9210.235.07-21.7710.2321.6619.250.00468.0822.159.94-48.2122.1547.8542.540.00395.9831.6212.98-70.0231.6269.3961.680.002115.6339.1312.92-89.7939.1388.7078.840.001155.4549.0026.81-101.8249.00101.5290.240.00右震荷载⑦5-31.92-10.23-5.0721.77-10.23-21.66-19.250.004-68.08-22.15-9.9448.21-22.15-47.85-42.540.003-95.98-31.62-12.9870.02-31.62-69.39-61.680.002-115.63-39.13-12.9289.79-39.13-88.70-78.840.001-155.45-49.00-26.81101.82-49.00-101.52-90.240.00框架梁的内力组合组合类型楼层截面1-1截面2-2截面3-3截面4-4截面5-5MVMMVMVM(KN·m)KN(KN·m)(KN·m)KN(KN·m)KNKN11.2×①+1.4×②5-37.0161.3969.44-41.10-66.93-20.6717.46-13.044-60.0381.6877.25-33.15-84.38-21.7216.77-12.033-59.0081.5778.02-32.78-84.50-16.1816.77-5.552-59.2981.7178.04-32.54-84.36-16.3716.77-5.771-53.7582.3785.05-24.11-83.70-21.8316.77-13.4121.35×①+0.7×1.4×②5-39.9867.1976.15-47.82-73.30-22.6919.31-14.334-61.3084.3278.43-44.35-87.05-22.7517.22-13.873-59.9184.1879.51-43.69-87.19-16.6117.22-6.682-60.2184.3279.52-43.42-87.05-16.8117.22-6.901-54.5684.9986.66-34.82-86.38-22.3717.22-14.2931.2×①+0.9×1.4×(②+④)5-32.8362.1769.58-44.05-65.25-17.9719.66-12.964-48.9483.0276.69-41.57-79.41-14.6222.35-12.113-41.7284.9678.25-45.79-77.47-4.4926.44-5.652-36.1787.2278.53-50.86-75.210.5331.07-5.861-18.4691.2288.85-47.98-71.210.6935.94-13.2241.2×①+0.9×1.4×(②+⑤)5-40.4159.7468.38-38.89-67.68-23.1115.09-12.964-68.1976.7873.81-28.06-85.65-28.0310.42-12.113-73.2474.6173.91-22.97-87.82-27.126.33-5.652-79.3572.6273.66-17.42-89.81-32.511.70-5.861-86.2769.9077.01-3.86-92.53-43.32-3.17-13.2251.35×①+1.4×（0.7×②+0.6×④)5-37.4568.0076.56-49.54-72.50-20.9820.83-14.334-54.8986.4079.39-48.85-84.97-18.2821.20-13.873-49.4187.6380.95-51.30-83.74-9.0723.93-6.682-45.8189.1981.14-54.57-82.18-5.7927.01-6.901-31.9692.1090.61-49.53-79.27-7.7030.26-14.2961.35×①+1.4×（0.7×②+0.6×⑤)5-42.5066.3875.75-46.10-74.11-24.4017.79-14.334-67.7282.2477.47-39.85-89.13-27.2313.25-13.873-70.4280.7378.06-36.08-90.64-24.1610.52-6.682-74.6079.4677.90-32.27-91.91-27.827.43-6.901-77.1777.8982.72-20.12-93.48-37.034.18-14.2971.3×⑥+1.2×③56.7272.1773.39-71.53-50.968.2442.04-12.59436.86100.3078.77-105.30-44.9842.7569.85-12.49374.46112.4883.78-132.96-32.8176.1694.74-6.13299.77122.3683.71-158.43-22.93101.10117.05-6.321156.27135.76107.78-166.83-9.53113.09131.87-12.3481.3×⑦+1.2×③5-76.2745.5860.20-14.93-77.54-48.06-8.01-12.594-140.1642.7152.9320.04-102.58-81.67-40.74-12.493-175.0830.2750.0349.08-115.01-104.25-65.62-6.132-200.8820.6250.1275.03-124.66-129.52-87.94-6.321-247.898.3538.0797.91-136.93-150.86-102.75-12.3491.3×⑥+1.0×③512.5162.3662.26-64.33-40.2511.5639.20-10.49445.4788.3867.80-98.20-32.6945.9967.43-10.40382.85100.5872.63-125.97-20.4978.5092.31-5.112108.19110.4472.56-151.48-10.63103.47114.63-5.271163.91123.7595.63-161.082.68116.24129.44-10.28101.3×⑦+1.0×③5-70.4835.7749.07-7.72-66.84-44.75-10.85-10.494-131.5530.7941.9627.14-90.28-78.43-43.17-10.403-166.6918.3738.8856.07-102.70-101.91-68.05-5.112-192.458.7138.9781.98-112.36-127.15-90.37-5.271-240.26-3.6625.91103.65-124.73-147.71-105.18-10.2811γRE（1.3×⑥+1.2×③）55.0461.3455.04-53.65-43.316.1835.73-9.44427.6485.2559.08-78.98-38.2432.0659.38-9.36355.8595.6062.83-99.72-27.8957.1280.53-4.60274.83104.0062.79-118.82-19.4975.8399.50-4.741117.21115.3980.84-125.12-8.1084.82112.09-9.2512γRE（1.3×⑦+1.2×③）5-57.2038.7445.15-11.19-65.91-36.05-6.81-9.444-105.1236.3039.7015.03-87.19-61.25-34.63-9.363-131.3125.7337.5236.81-97.76-78.19-55.78-4.602-150.6617.5337.5956.27-105.96-97.14-74.75-4.741-185.927.1028.5573.43-116.39-113.14-87.34-9.2513γRE（1.3×⑥+1.0×③）59.3853.0046.69-48.25-34.218.6733.32-7.87434.1075.1250.85-73.65-27.7834.4957.31-7.80362.1385.4954.47-94.48-17.4258.8778.47-3.83281.1493.8854.42-113.61-9.0377.6097.43-3.951122.93105.1971.72-120.812.2887.18110.03-7.7114γRE（1.3×⑦+1.0×③）5-52.8630.4036.80-5.79-56.81-33.56-9.22-7.874-98.6626.1731.4720.36-76.74-58.82-36.69-7.803-125.0215.6229.1642.05-87.29-76.43-57.84-3.832-144.347.4029.2361.49-95.51-95.36-76.81-3.951-180.19-3.1119.4377.74-106.02-110.78-89.40-7.71内力选取MAX59.3868.0076.56-5.79-34.218.6735.73-7.87MIN-57.2030.4036.80-53.65-74.11-36.05-9.22-14.33MAX434.1086.4079.3920.36-27.7834.4959.38-7.80MIN-105.1226.1731.47-78.98-89.13-61.25-36.69-13.87MAX362.1395.6080.9542.05-17.4258.8780.53-3.83MIN-131.3115.6229.16-99.72-97.76-78.19-57.84-6.68MAX281.14104.0081.1461.49-9.0377.6099.50-3.95MIN-150.667.4029.23-118.82-105.96-97.14-76.81-6.90MAX1122.93115.3990.6177.742.2887.18112.09-7.71MIN-185.92-3.1119.43-125.12-116.39-113.14-89.40-14.29框架柱内力结果汇总表荷载类型层数边柱Z1中柱Z2MctMcbNctNcbMctMcbNctNcb(KN·m)(KN·m)KNKN(KN·m)(KN·m)KNKN恒荷载①543.1430.63182.82200.37-33.53-35.87229.92247.19425.8427.45401.14418.69-32.08-22.79499.01516.28327.4527.22619.47637.02-22.80-23.06768.10785.37227.9132.06837.79855.34-22.14-25.881037.181054.45119.0610.731056.061073.61-23.98-10.731306.331323.60活荷载②53.996.892.962.96-3.22-5.264.114.1148.307.8315.6915.69-6.98-6.6320.2120.2137.837.7628.6128.61-6.63-6.7136.1236.1227.969.1441.3841.38-6.44-7.5252.1752.1715.443.0654.2854.28-6.96-3.1268.1168.11重力荷载代表值③=①+0.5×②545.1434.08184.30201.85-35.14-38.50231.98249.25429.9931.37408.99426.54-35.57-26.11509.12526.39331.3731.10633.77651.32-26.12-26.42786.16803.43231.8936.63858.48876.03-25.36-29.641063.271080.54121.7812.261083.201100.75-27.46-12.291340.381357.65左风荷载④5-3.22-1.73-0.96-0.96-4.71-3.04-0.85-0.854-6.46-4.31-3.44-3.44-9.26-7.58-1.81-1.813-9.12-7.46-7.55-7.55-13.18-12.76-5.25-5.252-10.98-11.42-13.34-13.34-17.55-17.48-12.80-12.801-17.39-27.90-21.80-21.80-22.89-33.90-26.13-26.13-10.2267807407右风荷载⑤53.221.730.960.964.713.040.850.85-32.3846.464.313.443.449.267.581.811.81-64.0039.127.467.557.5513.1812.765.255.25-103.12210.9811.4213.3413.3417.5517.4812.8012.80-152.13117.3927.9021.8021.8022.8933.9026.1326.13左震荷载⑥5-34.22-18.43-10.2310.23-50.06-32.28-9.02-9.024-54.64-36.43-32.3832.38-78.34-64.10-29.41-29.411.003-66.66-54.54-64.0064.00-96.30-93.27-59.47-59.472-69.90-72.75-103.12103.12-111.77-111.32-99.18-99.181-93.73-150.35-152.13152.13-123.35-182.72-140.42-140.42右震荷载⑦534.2218.4310.23-10.2350.0632.289.029.02454.6436.4332.38-32.3878.3464.1029.4129.41366.6654.5464.00-64.0096.3093.2759.4759.47269.9072.75103.12-103.12111.77111.3299.1899.18193.73150.35152.13-152.13123.35182.72140.42140.42框架柱的内力组合组合类型楼层边柱Z1中柱Z2MctMcbNctNcbMctMcbNctNcb(KN·m)KN(KN·m)KN(KN·m)KN(KN·m)KN11.2×①+1.4×②557.3546.40223.53244.59-44.74-50.41281.66302.39442.6343.90503.33524.39-48.27-36.63627.11647.83343.9043.53783.42804.48-36.64-37.07972.28993.01244.6451.271063.291084.35-35.58-41.581317.671338.39130.4917.161343.261364.32-38.52-17.241662.951683.6721.35×①+0.7×1.4×②562.1548.10249.71273.40-48.42-53.58314.42337.74443.0244.73556.92580.61-50.15-37.26693.47716.79344.7344.35864.32888.01-37.28-37.711072.331095.64245.4852.241171.571195.27-36.20-42.311451.331474.64131.0617.481478.871502.57-39.19-17.541830.291853.6031.2×①+0.9×1.4×(②+④)552.7443.25221.90242.96-50.23-53.50280.02300.74433.3237.38496.81517.87-58.96-45.25622.00642.72331.3133.04769.90790.96-52.32-52.21960.61981.33229.6935.601040.691061.75-56.80-62.561294.241314.9617.82-18.421308.201329.26-66.38-59.521620.481641.2041.2×①+0.9×1.4×(②+⑤)560.8547.62224.33245.39-38.36-45.84282.16302.88449.6148.23505.47526.53-35.62-26.15626.56647.29354.3051.84788.92809.98-19.11-20.05973.84994.57257.3564.381074.301095.36-12.57-18.511326.481347.21151.6451.881363.131384.19-8.7125.911686.341707.0651.35×①+1.4×（0.7×②+0.6×④)559.4446.65248.90272.59-52.38-56.13313.71337.03437.5941.11554.03577.72-57.93-43.63691.95715.26337.0738.08857.98881.67-48.35-48.431067.921091.23236.2642.641160.371184.06-50.94-56.991440.581463.90116.46-5.951460.561484.25-58.42-46.021808.341831.6561.35×①+1.4×（0.7×②+0.6×⑤)564.8649.56250.52274.21-44.46-51.03315.14338.45448.4548.35559.81583.50-42.37-30.90694.99718.31352.3950.62870.66894.35-26.21-26.991076.741100.05254.7061.831182.781206.47-21.46-27.621462.081485.39上下145.6740.921497.181520.88-19.9710.931852.241875.56顶节点71.3×⑥+1.2×③59.6816.94207.87255.52-107.25-88.16266.64287.3744-35.05-9.72448.69553.94-144.52-114.65572.71593.433-49.02-33.59677.33864.78-156.53-152.94866.08886.8032-52.60-50.62896.121185.30-175.73-180.291146.991167.711-95.71-180.751102.071518.66-193.30-252.291425.911446.64281.3×⑦+1.2×③598.6564.84234.46228.9322.91-4.24290.10310.834107.0284.99532.88469.7559.1652.00649.17669.8913124.30108.23843.72698.3993.8589.551020.701041.422129.13138.531164.24917.18114.87109.151404.861425.59底节点1147.98210.171497.601123.13127.40222.791791.001811.7391.3×⑥+1.0×③50.6510.12171.01215.15-100.22-80.46220.25237.524-41.05-15.99366.90468.63-137.41-109.43470.89488.163-55.30-39.81550.58734.52-151.30-147.66708.85726.122-58.97-57.94724.421010.09-170.66-174.36934.33951.601-100.06-183.20885.431298.51-187.81-249.831157.841175.11101.3×⑦+1.0×③589.6258.03197.60188.5629.943.46243.71260.984101.0378.72451.08384.4566.2757.22547.35564.623118.03102.01716.97568.1399.0794.83863.47880.742122.75131.20992.54741.97119.94115.081192.211209.481143.62207.721280.96902.98132.89225.251522.931540.2011γRE（1.3×⑥+1.2×③）57.7413.55166.29204.41-85.80-70.53213.31229.894-28.04-7.78358.96443.15-115.62-91.72458.17474.753-39.22-26.87541.87691.83-125.22-122.35692.86709.442-42.08-40.49716.89948.24-140.59-144.23917.59934.171-76.57-144.60881.661214.93-154.64-201.831140.731157.3112γRE（1.3×⑦+1.2×③）578.9251.87187.57183.1418.33-3.39232.08248.66485.6268.00426.30375.8047.3341.60519.34535.92399.4486.58674.98558.7175.0871.64816.56833.142103.31110.82931.39733.7491.9087.321123.891140.471118.38168.141198.08898.51101.92178.241432.801449.3813γRE（1.3×⑥+1.0×③）50.528.10136.81172.12-80.18-64.37176.20190.014-32.84-12.79293.52374.90-109.93-87.54376.71390.523-44.24-31.84440.46587.61-121.04-118.13567.08580.892-47.18-46.35579.54808.08-136.53-139.49747.47761.281-80.05-146.56708.351038.81-150.25-199.87926.27940.0814γRE（1.3×⑦+1.0×③）571.7046.42158.08150.8523.952.77194.97208.78480.8262.98360.86307.5653.0245.78437.88451.69394.4281.60573.57454.5079.2675.86690.77704.59298.20104.96794.04593.5895.9592.06953.77967.581114.90166.171024.77722.39106.31180.201218.341232.16内力选取MAX578.9251.87250.52274.2123.952.77315.14338.45MIN0.528.10136.81150.85-85.80-70.53176.20190.01MAX485.6268.00559.81583.5053.0245.78694.99718.31MIN-32.84-12.79293.52307.56-115.62-91.72376.71390.52MAX399.4486.58870.66894.3579.2675.861076.741100.05MIN-44.24-31.84440.46454.50-125.22-122.35567.08580.89MAX2103.31110.821182.781206.4795.9592.061462.081485.39MIN-47.18-46.35579.54593.58-140.59-144.23747.47761.28MAX1118.38168.141478.871502.57106.31180.201830.291853.60MIN-80.05-146.56708.35722.39-154.64-201.83926.27940.08内力选取顶max0.0098.650.00-107.254左震10.12-41.05-88.16-144.52右震64.84107.023.4666.273左震-15.99-55.30-114.65-156.53右震84.99124.3057.2299.072左震-39.81-58.97-152.94-175.73右震108.23129.1394.83119.941左震-57.94-100.06-180.29-193.30右震138.53147.98115.08132.89底max210.170.001497.60-252.290.00AB跨梁调整后的剪力层数地震力方向M左M右∑MLnVGbV5左震12.51-71.5384.055.0072.6191.10-12.53右震-76.270.0076.275.0072.6189.39-12.894左震45.47-105.30150.775.0060.7493.91-6.51右震-140.1627.14167.305.0060.7497.55-6.713左震82.85-132.96215.805.0060.74108.22-12.20右震-175.0856.07231.155.0060.74111.59-12.532左震108.19-158.43266.625.0060.74119.40-12.89右震-200.8881.98282.865.0060.74122.97-6.511左震163.91-166.83330.745.0060.74133.50-6.71右震-247.89103.65351.545.0060.74138.08-12.20-10.44-10.74BC跨梁调整后的剪力-5.43层数地震力方向M左M右∑MLnVGbV-5.595左震-48.0611.5659.632.5017.3043.54-10.17右震11.56-48.0659.632.5017.3043.54-10.444左震-81.6745.99127.662.5015.1871.35-10.74右震45.99-81.67127.662.5015.1871.35-5.433左震-104.2578.50182.752.5015.1895.59-5.59右震78.50-104.25182.752.5015.1895.59-10.172左震-129.52103.47232.992.5015.18117.69右震103.47-129.52232.992.5015.18117.691左震-150.86116.24267.102.5015.18132.70右震116.24-150.86267.102.5015.18132.701011.56245.99178.503103.472116.244354边柱A上下截面弯矩设计值调整层数地震力方向M节点上M节点下∑M节点Mb右ηMb右增大倍数Mc上Mc下顶节点max0.0098.6598.651.000.0098.654左震10.12-41.05-30.9245.4759.111.9119.35-78.45右震64.84107.02171.87-140.16-182.211.0668.75113.463左震-15.99-55.30-71.2982.85107.701.51-24.16-83.54右震84.99124.30209.29-175.08-227.601.0992.43135.172左震-39.81-58.97-98.78108.19140.651.42-56.68-83.97右震108.23129.13237.36-200.88-261.151.10119.07142.071左震-57.94-100.06-158.01163.91213.081.35-78.14-134.94右震138.53147.98286.51-247.89-322.261.12155.81166.44底节点max210.170.00210.171.30273.220.00中柱B上下截面弯矩设计值调整层数地震力方向M节点上M节点下∑M节点Mb左Mb右ηMb右增大倍数Mc上Mc下顶节点max0.00-107.25-107.251.000.00-107.254左震-88.16-144.52-232.68105.3045.99196.680.85-88.16-144.52右震3.4666.2769.73-27.14-81.67-141.462.037.02134.443左震-114.65-156.53-271.18132.9678.50274.891.01-116.22-158.67右震57.2299.07156.29-56.07-104.25-208.421.3376.30132.112左震-152.94-175.73-328.68158.43103.47340.471.04-158.43-182.04右震94.83119.94214.77-81.98-129.52-274.951.28121.40153.551左震-180.29-193.30-373.59161.08116.24360.520.97-180.29-193.30右震115.08132.89247.97-103.65-150.86-330.861.33153.55177.31底节点max-252.290.00-252.291.30-327.980.00边、中柱上下截面弯矩设计值调整节点A柱B柱M(KN·m)γREM(KN·m)M(KN·m)γREM(KN·m)顶节点下98.6578.92107.2585.804上68.7555.0088.1670.53下113.4690.77144.52115.623上92.4373.94116.2292.98下135.17108.14158.67126.942上119.0795.26158.43126.74下142.07113.66182.04145.631上155.81124.65180.29144.23下166.44133.16193.30154.64底节点上273.22218.58327.98262.38边柱剪力设计值调整中柱剪力设计值调整楼层MctMcbHnVcγREVcMctMcbHnVcγREVc598.6568.752.7074.4063.24107.2588.162.7086.8573.824113.4692.432.7091.5177.78144.52116.222.70115.8998.503135.17119.072.70113.0096.05158.67158.432.70140.93119.792142.07155.812.70132.39112.53182.04180.292.70161.03136.881166.44273.223.95133.57113.53193.30327.983.95158.36134.61