《某住宅楼工程设计中的内力组合计算案例综述》4300字

.2框架梁内力组合梁跨截面内力恒载①活载②风载③地震④1.3×①+1.5×②1.3×①+1.5×②±1.5×0.6×③1.3×①+1.5×0.7×②±1.5×③)1.2×(①+0.5②)±1.3×④)设计值左风右风左风右风左震右震表5-35层框架梁内力组合梁跨截面内力恒载①活载②风载③地震④组合1组合2组合3组合4设计值左风右风左风右风左震右震AB梁左M-26.36-3.062.2016.66-38.85-36.87-40.83-34.17-40.77-11.81-55.11-55.11V52.354.40-0.61-4.6274.6774.1275.2271.7773.6059.4771.4775.22跨中M45.803.150.463.5064.2664.6863.8563.5462.1561.4052.3064.68V-2.45-0.07-0.61-4.62-3.30-3.85-2.75-4.18-2.35-8.993.02-8.99梁右M-38.23-3.42-1.28-9.66-54.83-55.98-53.68-55.20-51.38-60.49-35.37-60.49V-57.26-4.55-0.61-4.62-81.26-81.81-80.72-80.13-78.30-77.44-65.44-81.81BC梁左M-19.33-1.151.7713.43-26.85-25.26-28.45-23.68-29.00-6.43-41.34-41.34V9.310.69-1.69-12.7913.1411.6214.6610.3015.36-5.0328.2128.21跨中M-14.44-0.780.000.00-19.95-19.95-19.95-19.60-19.60-17.80-17.80-19.95V00-1.69-12.790.00-1.521.52-2.532.53-16.6216.62-16.62梁右M-19.33-1.15-1.77-13.43-26.85-28.45-25.26-29.00-23.68-41.34-6.43-41.34V-9.31-0.69-1.69-12.79-13.14-14.66-11.62-15.36-10.30-28.215.03-28.21CD梁左M-38.23-3.421.289.66-54.83-53.68-55.98-51.38-55.20-35.37-60.49-60.49V57.264.55-0.61-4.6281.2680.7281.8178.3080.1365.4477.4481.81跨中M45.803.15-0.46-3.5064.2663.8564.6862.1563.5452.3061.4064.68V2.450.07-0.61-4.623.302.753.852.354.18-3.028.998.99梁右M-26.36-3.06-2.20-16.66-38.85-40.83-36.87-40.77-34.17-55.11-11.81-55.11V-52.35-4.40-0.61-4.62-74.67-75.22-74.12-73.60-71.77-71.47-59.47-75.22表5-44层框架梁内力组合梁跨截面内力恒载①活载②风载③地震④组合1组合2组合3组合4设计值左风右风左风右风左震右震AB梁左M-39.52-11.026.1035.67-67.90-62.41-73.38-53.79-72.08-7.66-100.40-100.40V58.7217.50-1.73-10.20102.60101.04104.1592.1297.3267.7194.23104.15跨中M43.25-2.801.166.5952.0353.0850.9855.0351.5458.8041.6558.80V-0.91-0.41-1.73-10.20-1.81-3.36-0.25-4.220.98-14.6111.92-14.61梁右M-43.94-13.02-3.77-22.48-76.65-80.04-73.26-76.45-65.14-89.76-31.32-89.76V-60.55-18.33-1.73-10.20-106.21-107.77-104.65-100.56-95.36-96.92-70.40-107.77BC梁左M-13.10-4.615.2431.24-23.94-19.23-28.66-14.01-29.7322.12-59.10-59.10V7.543.45-4.99-29.7514.9610.4719.465.9320.90-27.5749.7949.79跨中M-9.15-2.800.000.00-16.09-16.09-16.09-14.83-14.83-12.65-12.65-16.09V00-4.99-29.750.00-4.494.49-7.487.48-38.6838.68-38.68梁右M-13.10-4.61-5.24-31.24-23.94-28.66-19.23-29.73-14.01-59.1022.12-59.10V-7.54-3.45-4.99-29.75-14.96-19.46-10.47-20.90-5.93-49.7927.57-49.79CD梁左M-43.94-13.023.7722.48-76.65-73.26-80.04-65.14-76.45-31.32-89.76-89.76V60.5518.33-1.73-10.20106.21104.65107.7795.36100.5670.4096.92107.77跨中M43.2513.51-1.16-6.5976.5075.4577.5568.6772.1651.4468.5877.55V0.910.41-1.73-10.201.810.253.36-0.984.22-11.9214.6114.61梁右M-39.52-11.02-6.10-35.67-67.90-73.38-62.41-72.08-53.79-100.40-7.66-100.40V-58.72-17.50-1.73-10.20-102.60-104.15-101.04-97.32-92.12-94.23-67.71-104.15表5-53层框架梁内力组合梁跨截面内力恒载①活载②风载③地震④组合1组合2组合3组合4设计值左风右风左风右风左震右震AB梁左M-38.60-11.5710.2449.42-67.53-58.31-76.74-46.96-77.6810.99-117.50-117.50V58.5617.57-3.00-14.50102.4999.79105.1890.0899.0861.9799.67105.18跨中M43.7813.121.708.0976.6178.1375.0873.2568.1570.9449.9078.13V-1.07-0.35-3.00-14.50-1.92-4.610.78-6.262.74-20.3517.36-20.35梁右M-43.80-13.25-6.85-33.24-76.81-82.97-70.65-81.12-60.58-103.71-17.30-103.71V-60.71-18.26-3.00-14.50-106.32-109.02-103.62-102.60-93.60-102.66-64.96-109.02BC梁左M-13.30-4.299.5146.19-23.73-15.16-32.29-7.53-36.0741.51-78.58-78.58V7.543.45-9.06-43.9914.966.8123.12-0.1827.01-46.0868.3068.30跨中M-9.35-2.480.000.00-15.87-15.87-15.87-14.75-14.75-12.70-12.70-15.87V00-9.06-43.990.00-8.158.15-13.5913.59-57.1957.19-57.19梁右M-13.30-4.29-9.51-46.19-23.73-32.29-15.16-36.07-7.53-78.5841.51-78.58V-7.54-3.45-9.06-43.99-14.96-23.12-6.81-27.010.18-68.3046.08-68.30CD梁左M-43.80-13.256.8533.24-76.81-70.65-82.97-60.58-81.12-17.30-103.71-103.71V60.7118.26-3.00-14.50106.32103.62109.0293.60102.6064.96102.66109.02跨中M43.7813.12-1.70-8.0976.6175.0878.1368.1573.2549.9070.9478.13V1.070.35-3.00-14.501.92-0.784.61-2.746.26-17.3620.3520.35梁右M-38.60-11.57-10.24-49.42-67.53-76.74-58.31-77.68-46.96-117.5010.99-117.50V-58.56-17.57-3.00-14.50-102.49-105.18-99.79-99.08-90.08-99.67-61.97-105.18表5-62层框架梁内力组合梁跨截面内力恒载①活载②风载③地震④组合1组合2组合3组合4设计值左风右风左风右风左震右震AB梁左M-38.87-11.6514.0258.81-68.00-55.38-80.63-41.72-83.8022.83-130.09-130.09V58.6017.58-4.17-17.48102.5698.80106.3288.39100.9158.15103.60106.32跨中M43.6113.072.138.9976.3178.2274.3973.6267.2371.8748.4978.22V-1.03-0.33-4.17-17.48-1.84-5.601.91-7.954.57-24.1721.29-24.17梁右M-43.87-13.27-9.77-40.84-76.93-85.71-68.14-85.60-56.31-113.69-7.51-113.69V-60.67-18.25-4.17-17.48-106.24-110.00-102.49-104.29-91.77-106.48-61.02-110.00BC梁左M-13.21-4.2613.5756.75-23.56-11.35-35.77-1.29-42.0055.37-92.18-92.18V7.543.45-12.92-54.0514.963.3326.60-5.9732.80-59.1581.3781.37跨中M-9.25-2.450.000.00-15.70-15.70-15.70-14.60-14.60-12.57-12.57-15.70V00-12.92-54.050.00-11.6311.63-19.3919.39-70.2670.26-70.26梁右M-13.21-4.26-13.57-56.75-23.56-35.77-11.35-42.00-1.29-92.1855.37-92.18V-7.54-3.45-12.92-54.05-14.96-26.60-3.33-32.805.97-81.3759.15-81.37CD梁左M-43.87-13.279.7740.84-76.93-68.14-85.71-56.31-85.60-7.51-113.69-113.69V60.6718.25-4.17-17.48106.24102.49110.0091.77104.2961.02106.48110.00跨中M43.6113.07-2.13-8.9976.3174.3978.2267.2373.6248.4971.8778.22V1.030.33-4.17-17.481.84-1.915.60-4.577.95-21.2924.1724.17梁右M-38.87-11.65-14.02-58.81-68.00-80.63-55.38-83.80-41.72-130.0922.83-130.09V-58.60-17.58-4.17-17.48-102.56-106.32-98.80-100.91-88.39-103.60-58.15-106.32表5-71层框架梁内力组合梁跨截面内力恒载①活载②风载③地震④组合1组合2组合3组合4设计值左风右风左风右风左震右震AB梁左M-34.19-10.2422.5280.02-59.81-39.55-80.08-21.43-88.9856.85-151.20-151.20V57.9617.39-6.39-22.69101.4495.68107.1984.02103.2050.49109.49109.49跨中M46.7414.014.2915.3481.7885.6477.9181.9169.0384.4444.5585.64V-1.67-0.53-6.39-22.69-2.97-8.722.79-12.326.86-31.8227.18-31.82梁右M-42.29-12.81-13.93-49.33-74.18-86.72-61.64-89.32-47.52-122.565.70-122.56V-61.31-18.45-6.39-22.69-107.37-113.12-101.61-108.66-89.48-114.14-55.14-114.14BC梁左M-16.17-5.1319.3668.56-28.71-11.29-46.142.64-55.4566.65-111.60-111.60V7.543.45-18.44-65.2914.96-1.6331.56-14.2541.07-73.7795.9995.99跨中M-12.21-3.320.000.00-20.86-20.86-20.86-19.36-19.36-16.65-16.65-20.86V00-18.44-65.290.00-16.6016.60-27.6627.66-84.8884.88-84.88梁右M-16.17-5.13-19.36-68.56-28.71-46.14-11.29-55.452.64-111.6066.65-111.60V-7.54-3.45-18.44-65.29-14.96-31.561.63-41.0714.25-95.9973.77-95.99CD梁左M-42.29-12.8113.9349.33-74.18-61.64-86.72-47.52-89.325.70-122.56-122.56V61.3118.45-6.39-22.69107.37101.61113.1289.48108.6655.14114.14114.14跨中M46.7414.01-4.29-15.3481.7877.9185.6469.0381.9144.5584.4485.64V1.670.53-6.39-22.692.97-2.798.72-6.8612.32-27.1831.8231.82梁右M-34.19-10.24-22.52-80.02-59.81-80.08-39.55-88.98-21.43-151.2056.85-151.20V-57.96-17.39-6.39-22.69-101.44-107.19-95.68-103.20-84.02-109.49-50.49-109.495.3框架柱内力组合层次截面内力恒载①活载②风载③地震④1.3×①+1.5×②1.3×①+1.5×②±1.5×0.6×③1.3×①+1.5×0.7×②±1.5×③)1.2×(①+0.5②)±1.3×④)|M|ma×及相应的NNmin及相应的MNma×及相应的M左风右风左风右风左震右震表5-8A轴柱内力组合层次截面内力恒载①活载②风载③地震④组合1组合2组合3组合4|M|ma×及相应的NNmin及相应的MNma×及相应的M左风右风左风右风左震右震5柱顶M31.013.60-2.20-16.6645.7043.7247.6840.7947.3817.7161.0261.0217.7145.70N88.266.31-0.61-4.62124.20123.65124.75120.45122.27103.69115.70115.70103.69124.75V-18.55-3.081.199.04-28.73-27.66-29.81-25.56-29.13-12.35-35.85-35.85-12.35-28.73柱底M24.635.65-1.38-10.4640.4939.2541.7435.8840.0219.3546.5446.5419.3540.49N100.266.31-0.61-4.62139.80139.25140.35136.05137.87118.09130.10130.10118.09140.35V-18.55-3.081.199.04-28.73-27.66-29.81-25.56-29.13-12.35-35.85-35.85-12.35-28.734柱顶M21.867.31-4.72-25.2139.3835.1443.6329.0243.17-2.1563.3963.39-2.1539.38N196.7731.41-2.34-14.82302.92300.82305.03285.27292.30235.71274.24274.24235.71305.03V-14.85-4.702.7914.89-26.37-23.86-28.88-20.07-28.43-1.29-40.01-40.01-1.29-26.37柱底M22.706.80-3.64-19.4739.7236.4443.0031.2042.126.0256.6456.646.0239.72N208.7731.41-2.34-14.82318.52316.42320.63300.87307.90250.11288.64288.64250.11320.63V-14.85-4.702.7914.89-26.37-23.86-28.88-20.07-28.43-1.29-40.01-40.01-1.29-26.373柱顶M22.706.80-6.60-29.9539.7233.7845.6626.7646.56-7.6170.2770.27-7.6139.72N305.1256.59-5.34-29.32481.54476.73486.34448.06464.08361.98438.21438.21361.98486.34V-15.05-4.514.2819.42-26.34-22.48-30.19-17.89-30.724.47-46.01-46.014.47-26.34柱底M22.456.73-6.23-28.2939.2833.6744.8926.9045.61-5.8067.7667.76-5.8039.28N317.1256.59-5.34-29.32497.14492.33501.94463.66479.68376.38452.61452.61376.38501.94V-15.05-4.514.2819.42-26.34-22.48-30.19-17.89-30.724.47-46.01-46.014.47-26.342柱顶M23.276.98-7.79-30.5240.7233.7147.7325.9049.27-7.5671.7971.79-7.5640.72N413.5181.78-9.51-46.80660.23651.66668.79609.16637.69484.43606.12606.12484.43668.79V-16.78-5.035.7722.61-29.35-24.16-34.55-18.43-35.756.24-52.54-52.546.24-52.54柱底M27.068.11-9.52-37.3047.3438.7755.9129.4157.97-11.1685.8385.83-11.1647.34N425.5181.78-9.51-46.80675.83667.26684.39624.76653.29498.83620.52620.52498.83684.39V-16.78-5.035.7722.61-29.35-24.16-34.55-18.43-35.756.24-52.54-52.546.24-29.351柱顶M13.173.94-13.00-42.7223.0311.3334.731.7640.75-37.3773.7073.70-37.3773.70N521.26106.77-15.91-69.50837.79823.47852.11765.88813.60599.23779.91779.91599.23852.11V-4.70-1.418.3627.48-8.22-0.70-15.754.95-20.1329.24-42.21-42.2129.24-42.21柱底M6.581.97-22.12-72.7011.51-8.3931.42-22.5543.81-85.43103.59103.59-85.43103.59N538.06106.77-15.91-69.50859.63845.31873.95787.72835.44619.39800.07800.07619.39873.95V-4.70-1.418.3627.48-8.22-0.70-15.754.95-20.1329.24-42.21-42.2129.24-42.21表5-9B轴柱内力组合层次截面内力恒载①活载②风载③地震④组合1组合2组合3组合4|M|ma×及相应的NNmin及相应的MNma×及相应的M左风右风左风右风左震右震5柱顶M-22.23-2.67-3.05-23.09-32.91-35.65-30.17-36.28-27.14-58.301.73-58.30-58.30-32.91N112.908.64-1.08-8.17159.73158.75160.70154.22157.45130.04151.28130.04130.04160.70V13.572.361.8513.9921.1822.8519.5222.8917.3535.89-0.4935.8935.8921.18柱底M-18.48-4.41-2.49-18.89-30.64-32.88-28.39-32.39-24.91-49.38-0.26-49.38-49.38-30.64N124.908.64-1.08-8.17175.33174.35176.30169.82173.05144.44165.68144.44144.44176.30V13.572.361.8513.9921.1822.8519.5222.8917.3535.89-0.4935.8935.8921.184柱顶M-17.81-5.48-6.52-34.83-31.37-37.23-25.50-38.68-19.13-69.9320.62-69.93-69.93-31.37N245.7945.50-4.34-27.72387.77383.87391.68360.79373.80286.21358.28286.21286.21391.68V11.923.584.3123.0620.8624.7516.9825.7212.7846.42-13.5246.4246.4220.86柱底M-17.94-5.27-6.42-34.34-31.22-37.01-25.44-38.49-19.22-69.3319.95-69.33-69.33-31.22N257.7945.50-4.34-27.72403.37399.47407.28376.39389.40300.61372.68300.61300.61407.28V11.923.584.3123.0620.8624.7516.9825.7212.7846.42-13.5246.4246.4220.863柱顶M-17.94-5.27-9.94-45.09-31.22-40.17-22.28-43.76-13.95-83.3033.92-83.30-83.30-31.22N378.8482.30-10.40-57.21615.93606.57625.29563.30594.50429.61578.35429.61429.61625.29V11.943.516.6230.0620.7826.7414.8229.149.2755.51-22.6455.5155.5120.78柱底M-17.88-5.25-9.94-45.09-31.12-40.06-22.17-43.66-13.85-83.2234.01-83.22-83.22-31.12N390.8482.30-10.40-57.21631.53622.17640.89578.90610.10444.01592.75444.01444.01640.89V11.943.516.6230.0620.7826.7414.8229.149.2755.51-22.6455.5155.5120.782柱顶M-18.19-5.34-13.40-52.50-31.67-43.73-19.61-49.36-9.16-93.2943.21-93.29-93.2943.21N511.84119.08-19.15-93.77844.01826.78861.25761.70819.15563.75807.56563.75563.75861.25V12.783.758.9335.0022.2430.2814.2033.967.1563.09-27.9163.0963.0922.24柱底M-20.14-5.92-13.40-52.50-35.06-47.13-23.00-52.50-12.30-95.9840.53-95.98-95.98-35.06N523.84119.08-19.15-93.77859.61842.38876.85777.30834.75578.15821.96578.15578.15876.85V12.783.758.9335.0022.2430.2814.2033.967.1563.09-27.9163.0963.0922.241柱顶M-10.58-3.11-19.89-65.39-18.43-36.33-0.52-46.8712.81-99.5770.43-99.57-99.57-18.43N645.49156.05-31.20-136.371073.221045.141101.29956.201049.79690.931045.51690.93690.931101.29V3.781.1110.5334.606.5816.06-2.8921.87-9.7150.18-39.7750.1850.186.58柱底M-5.29-1.56-24.32-79.92-9.21-31.1012.67-44.9927.96-111.1896.61-111.18-111.18-9.21N662.29156.05-31.20-136.371095.061066.981123.13978.041071.63711.091065.67711.09711.091123.13V3.781.1110.5334.606.5816.06-2.8921.87-9.7150.18-39.7750.1850.186.58表5-10C轴柱内力组合层次截面内力恒载①活载②风载③地震④组合1组合2组合3组合4|M|ma×及相应的NNmin及相应的MNma×及相应的M左风右风左风右风左震右震5柱顶M22.232.67-3.05-23.0932.9130.1735.6527.1436.28-1.7358.3058.3058.3032.91N112.908.641.088.17159.73160.70158.75157.45154.22151.28130.04130.04130.04160.70V-13.57-2.361.8513.99-21.18-19.52-22.85-17.35-22.890.49-35.89-35.89-35.89-21.18柱底M18.484.41-2.49-18.8930.6428.3932.8824.9132.390.2649.3849.3849.3830.64N124.908.641.088.17175.33176.30174.35173.05169.82165.68144.44144.44144.44176.30V-13.57-2.361.8513.99-21.18-19.52-22.85-17.35-22.890.49-35.89-35.89-35.89-21.184柱顶M17.815.48-6.52-34.8331.3725.5037.2319.1338.68-20.6269.9369.9369.9331.37N245.7945.504.3427.72387.77391.68383.87373.80360.79358.28286.21286.21286.21391.68V-11.92-3.584.3123.06-20.86-16.98-24.75-12.78-25.7213.52-46.42-46.42-46.42-20.86柱底M17.945.27-6.42-34.3431.2225.4437.0119.2238.49-19.9569.3369.3369.3331.22N257.7945.504.3427.72403.37407.28399.47389.40376.39372.68300.61300.61300.61407.28V-11.92-3.584.3123.06-20.86-16.98-24.75-12.78-25.7213.52-46.42-46.42-46.42-20.863柱顶M17.945.27-9.94-45.0931.2222.2840.1713.9543.76-33.9283.3083.3083.3031.22N378.8482.3010.4057.21615.93625.29606.57594.50563.30578.35429.61429.61429.61625.29V-11.94-3.516.6230.06-20.78-14.82-26.74-9.27-29.1422.64-55.51-55.51-55.51-20.78柱底M17.885.25-9.94-45.0931.1222.1740.0613.8543.66-34.0183.2283.2283.2231.12N390.8482.3010.4057.21631.53640.89622.17610.10578.90592.75444.01444.01444.01640.89V-11.94-3.516.6230.06-20.78-14.82-26.74-9.27-29.1422.64-55.51-55.51-55.51-20.782柱顶M18.195.34-13.40-52.5031.6719.6143.739.1649.36-43.2193.2993.2993.2931.67N511.84119.0819.1593.77844.01861.25826.78819.15761.70807.56563.75563.75563.75861.25V-12.78-3.758.9335.00-22.24-14.20-30.28-7.15-33.9627.91-63.09-63.09-63.09-22.24柱底M20.145.92-13.40-52.5035.0623.0047.1312.3052.50-40.5395.9895.9895.9835.06N523.84119.0819.1593.77859.61876.85842.38834.75777.30821.96578.15578.15578.15876.85V-12.78-3.758.9335.00-22.24-14.20-30.28-7.15-33.9627.91-63.09-63.09-63.09-22.241柱顶M10.583.11-19.89-65.3918.430.5236.33-12.8146.87-70.4399.5799.5799.5718.43N645.49156.0531.20136.371073.221101.291045.141049.79956.201045.51690.93690.93690.931101.29V-3.78-1.1110.5334.60-6.582.89-16.069.71-21.8739.77-50.18-50.18-50.18-6.58柱底M5.291.56-24.32-79.929.21-12.6731.10-27.9644.99-96.61111.18111.18111.189.21N662.29156.0531.20136.371095.061123.131066.981071.63978.041065.67711.09711.09711.091123.13V-3.78-1.1110.5334.60-6.582.89-16.069.71-21.8739.77-50.18-50.18-50.18-6.58表5-11D轴柱内力组合层次截面内力恒载①活载②风载③地震④组合1组合2组合3组合4|M|ma×及相应的NNmin及相应的MNma×及相应的M左风右风左风右风左震右震5柱顶M-31.01-3.60-2.20-16.66-45.70-47.68-43.72-47.38-40.79-61.02-17.71-61.02-17.71-45.70N88.266.310.614.62124.20124.75123.65122.27120.45115.70103.69115.70103.69124.75V18.553.081.199.0428.7329.8127.6629.1325.5635.8512.3535.8512.3528.73柱底M-24.63-5.65-1.38-10.46-40.49-41.74-39.25-40.02-35.88-46.54-19.35-46.54-19.35-40.49N100.266.310.614.62139.80140.35139.25137.87136.05130.10118.09130.10118.09140.35V18.553.081.199.0428.7329.8127.6629.1325.5635.8512.3535.8512.3528.734柱顶M-21.86-7.31-4.72-25.21-39.38-43.63-35.14-43.17-29.02-63.392.15-63.392.15-39.38N196.7731.412.3414.82302.92305.03300.82292.30285.27274.24235.71274.24235.71305.03V14.854.702.7914.8926.3728.8823.8628.4320.0740.011.2940.011.2926.37柱底M-2