【五层建筑结构内力组合计算过程案例3300字】

.3柱控制截面内力组合表7-9一层柱内力组合（逆时针为负，顺时针为正。V使顺时针为正。N：拉为负，压为正）楼层柱位置内力SGkSQkSWkSEk1.3SGk+1.5SQk左风右风左风右风左风右风左震右震NmaxNmin│M│max1.3SGk+1.5SWk1.3SGk-1.5SWk1.3SGk+1.5SQk+0.6*1.5SWk1.3SGk+1.5SQk-0.6*1.5SWk1.3SGk+1.5*0.7SQk+1.5SWk1.3SGk+1.5*0.7SQk-1.5SWk1.2（SGk+0.5SQk）+1.3SEk1.2（SGk+0.5SQk）-1.3SEkMMMNNNVVV1F边柱上端M25.801.99-1.92-63.8145.5321.6645.4238.4052.6630.0553.81-31.7694.9752.66-31.7694.97N555.71108.39-6.07-60.94885.01713.32731.53879.55890.47821.13845.34522.13648.89890.47522.13648.89V-9.21-2.864.7438.21-16.26-4.86-19.08-12.00-20.53-1.87-22.0931.37-53.07-20.5331.37-53.07下端M19.356.00-11.99-145.0134.15-1.8252.1311.9650.334.4758.43-129.35172.2650.33-129.35172.26N583.68108.39-6.07-60.94921.37749.68761.89915.91926.83863.49881.70548.98675.74926.83548.98675.74V-9.21-2.864.7438.21-16.26-4.86-19.08-12.00-20.53-1.87-22.0931.37-53.07-20.5331.37-53.07中柱上端M-23.33-1.14-10.53-84.90-41.03-46.12-14.53-50.50-31.55-53.61-22.02-114.1162.48-31.55-114.11-114.11N648.15150.78-6.14-61.551068.76833.39851.811063.231074.28991.701010.12630.58758.611074.28630.58630.58V8.332.555.5744.9214.6519.182.4719.679.6421.865.1559.43-39.849.6459.4359.43下端M-11.49-5.35-19.31-155.66-30.77-51.706.21-48.15-13.40-51.320.60-181.24142.52-13.40-181.24-181.24N676.12150.78-6.14-61.551105.12869.75888.171099.591110.651028.061046.48651.44785.461110.65651.44651.44V8.332.555.5744.9214.6519.182.4719.679.6421.865.1559.43-39.849.6459.4359.43表7-10二层柱内力组合（逆时针为负，顺时针为正。V使顺时针为正。N：拉为负，压为正）楼层柱位置内力SGkSQkSWkSEk1.3SGk+1.5SQk左风右风左风右风左风右风左震右震NmaxNmin│M│max1.3SGk+1.5SWk1.3SGk-1.5SWk1.3SGk+1.5SQk+0.6*1.5SWk1.3SGk+1.5SQk-0.6*1.5SWk1.3SGk+1.5*0.7SQk+1.5SWk1.3SGk+1.5*0.7SQk-1.5SWk1.2（SGk+0.5SQk）+1.3SEk1.2（SGk+0.5SQk）-1.3SEkMMMNNNVVV2F边柱上端M45.8714.23-4.51-44.3680.9852.8766.4076.9285.0461.8181.344.7391.0085.044.7391.00N409.3975.40-3.12-35.23645.30521.53536.89642.49648.11606.69616.05392.57465.84648.11392.57465.84V-34.60-10.743.1130.59-61.09-40.32-49.65-58.29-63.89-51.59-60.92-6.97-74.57-63.89-6.97-74.57下端M54.4716.90-4.51-44.3696.1564.0471.5792.09100.2181.7895.3114.26106.53100.2114.26106.53N428.7075.40-3.12-35.23670.40552.63561.99661.60673.21631.80641.16411.10484.38673.21411.10484.38V-34.60-10.743.1130.59-61.09-40.32-49.65-58.29-63.89-51.59-60.92-6.97-74.57-63.89-6.97-74.57中柱上端M-40.88-12.49-6.22-61.31-71.89-62.48-43.82-71.49-66.29-75.60-56.94-109.0118.52-66.29-109.01-109.01N478.33104.43-3.21-35.97778.47611.01626.64775.58781.36726.66736.29471.91546.73781.36471.91471.91V30.349.274.2942.2853.3545.8833.0151.2149.4955.6142.7482.39-11.0449.4982.3982.39下端M-41.09-14.40-6.22-61.31-82.82-70.55-51.89-88.42-71.22-85.67-61.01-115.8811.64-71.22-115.88-115.88N491.64104.43-3.21-35.97803.57642.12651.75800.68806.46751.76761.39490.45565.27806.46490.45490.45V30.349.274.2942.2853.3545.8833.0151.2149.4955.6142.7482.39-11.0449.4982.3982.39表7-11三层柱内力组合（逆时针为负，顺时针为正。V使顺时针为正。N：拉为负，压为正）楼层柱位置内力SGkSQkSWkSEk1.3SGk+1.5SQk左风右风左风右风左风右风左震右震NmaxNmin│M│max1.3SGk+1.5SWk1.3SGk-1.5SWk1.3SGk+1.5SQk+0.6*1.5SWk1.3SGk+1.5SQk-0.6*1.5SWk1.3SGk+1.5*0.7SQk+1.5SWk1.3SGk+1.5*0.7SQk-1.5SWk1.2（SGk+0.5SQk）+1.3SEk1.2（SGk+0.5SQk）-1.3SEkMMMNNNVVV3F边柱上端M41.9814.86-3.20-36.5776.8649.7759.3773.9879.7465.3774.978.8180.1279.748.8180.12N262.5442.23-1.41-11.35404.65339.19343.42403.38405.92383.53381.76238.37272.21405.92238.37272.21V-29.61-9.822.0123.00-53.22-35.48-41.51-51.41-55.03-45.79-51.82-9.80-60.63-55.03-9.80-60.63下端M43.9113.62-2.63-30.1371.5153.1361.0275.1579.8861.4475.3316.2775.0279.8816.2779.88N281.8542.23-1.41-11.35429.75364.29368.52428.48431.02408.63412.86255.75289.58431.02255.75431.02V-29.61-9.822.0123.00-53.22-35.48-41.51-51.41-55.03-45.79-51.82-9.80-60.63-55.03-9.80-55.03中柱上端M-38.91-12.90-4.44-50.56-69.93-51.24-43.92-73.92-65.93-70.78-51.46-90.128.47-65.93-90.12-90.12N309.0458.25-1.45-11.72489.12399.58403.93481.82490.43460.74465.09281.07321.62490.43281.07281.07V21.108.632.7931.8048.1839.4231.0550.6945.6648.4840.1161.18-3.1045.6661.1861.18下端M-39.69-12.13-3.65-41.66-69.79-51.07-46.12-73.07-66.50-69.81-58.86-81.80-0.56-66.50-81.80-81.80N328.3558.25-1.45-11.72514.22424.68429.03512.92515.53485.84490.19304.45339.00515.53304.45304.45V21.108.632.7931.8048.1839.4231.0550.6945.6648.4840.1161.18-3.1045.6661.1861.18表7-12四层柱内力组合（逆时针为负，顺时针为正。V使顺时针为正。N：拉为负，压为正）楼层柱位置内力SGkSQkSWkSEk1.3SGk+1.5SQk左风右风左风右风左风右风左震右震NmaxNmin│M│max1.3SGk+1.5SWk1.3SGk-1.5SWk1.3SGk+1.5SQk+0.6*1.5SWk1.3SGk+1.5SQk-0.6*1.5SWk1.3SGk+1.5*0.7SQk+1.5SWk1.3SGk+1.5*0.7SQk-1.5SWk1.2（SGk+0.5SQk）+1.3SEk1.2（SGk+0.5SQk）-1.3SEkMMMNNNVVV4F边柱上端M61.321.85-1.60-21.4499.3085.1289.9291.86100.7493.3798.1743.2285.03100.7443.22100.74N115.539.13-0.37-5.00163.88149.63150.74163.55164.21159.22160.33103.21112.96164.21103.21164.21V-40.38-6.750.9212.32-62.62-51.11-53.87-61.79-63.45-58.20-60.96-31.02-58.24-63.45-31.02-63.45下端M49.7811.73-1.07-14.2982.3063.1066.3181.3483.2675.4278.6336.1464.0183.2636.1483.26N134.849.13-0.37-5.00188.98174.74175.85188.65189.32184.32185.43120.59130.34189.32120.59189.32V-40.38-6.750.9212.32-62.62-51.11-53.87-61.79-63.45-58.20-60.96-31.02-58.24-63.45-31.02-63.45中柱上端M-51.13-6.86-2.09-21.76-84.57-71.41-71.14-86.45-82.69-84.61-78.34-81.57-21.44-82.69-81.57-86.45N139.9112.00-0.36-4.74199.89181.34182.42199.56200.21193.95195.03126.70135.94200.21126.70199.56V34.545.951.2811.0353.8346.8242.9854.9852.6853.0749.2351.0819.4552.6851.0854.98下端M-43.03-10.38-1.63-21.63-71.52-58.39-53.50-72.98-70.05-69.29-64.40-64.49-22.31-70.05-64.49-72.98N159.2212.00-0.36-4.74224.99206.45201.53224.67225.31219.05220.13144.08153.32225.31144.08224.67V34.545.951.2811.0353.8346.8242.9854.9852.6853.0749.2351.0819.4552.6851.0854.98表7-13五层柱内力组合（逆时针为负，顺时针为正。V使顺时针为正。N：拉为负，压为正）楼层柱位置内力SGkSQkSWkSEk1.3SGk+1.5SQk左风右风左风右风左风右风左震右震NmaxNmin│M│max1.3SGk+1.5SWk1.3SGk-1.5SWk1.3SGk+1.5SQk+0.6*1.5SWk1.3SGk+1.5SQk-0.6*1.5SWk1.3SGk+1.5*0.7SQk+1.5SWk1.3SGk+1.5*0.7SQk-1.5SWk1.2（SGk+0.5SQk）+1.3SEk1.2（SGk+0.5SQk）-1.3SEkMMMNNNVVV4F边柱上端M61.321.85-1.60-21.4499.3085.1289.9291.86100.7493.3798.1743.2285.03100.7443.22100.74N115.539.13-0.37-5.00163.88149.63150.74163.55164.21159.22160.33103.21112.96164.21103.21164.21V-40.38-6.750.9212.32-62.62-51.11-53.87-61.79-63.45-58.20-60.96-31.02-58.24-63.45-31.02-63.45下端M49.7811.73-1.07-14.2982.3063.1066.3181.3483.2675.4278.6336.1464.0183.2636.1483.26N134.849.13-0.37-5.00188.98174.74175.85188.65189.32184.32185.43