1、框架梁内力组合表层次截面位置内力恒荷活荷风荷L风荷R地震L一层AM-51.12-13.1885.72-85.72241.44V68.3012.83-32.4132.41-68.80B左M-57.79-13.72-30.2130.21-130.10V71.3813.0932.41-32.4168.80B右M-11.26-4.2660.17-60.17231.30V31.794.50-54.1154.11-154.20跨间MabMbc四层AM-45.39-13.2163.1963.19169.96V67.0612.75-21.7421.74-51.72B左M-57.39-14.10-26.7726
2、.77-109.35V72.6213.1721.74-21.7451.72B右M-12.38-4.1857.97-57.97194.39V37.914.50-41.6541.65-129.59跨间MabMbc十层AM-36.14-11.296.73-6.3726.86V52.7012.35-1.871.87-7.77B左M-52.18-13.93-3.373.37-15.09V53.9013.571.87-1.877.77B右M-18.72-4.925.06-5.0627.16V25.034.50-5.625.62-18.10跨间MabMbc地震R1.2恒+1.26（活+风）(1.2重力1.3
3、地)1.35恒+活1.2恒+1.4活LRLR241.4430.06-185.96183.47183.47-82.19-79.8068.8057.29138.960.19152.23105.0499.92130.10-124.70-48.57-185.0368.66-91.74-88.56-68.80142.9961.31155.513.46109.45103.98231.3056.93-94.69213.47213.47-19.46-19.48154.20-24.36112.00-135.67205.1147.4244.45120.34120.34241.42241.42165.32188.3
4、590.3590.35160.58160.5888.24140.65-169.968.518.51118.92-212.51-74.49-72.9651.7269.14123.9317.75132.05103.2898.32109.35-120.36-52.90-164.6148.62-91.58-88.61-51.72131.1376.35137.9423.64111.21105.58-194.3952.92-93.17176.51-202.55-20.89-20.71129.59-1.32103.64-102.23184.1655.6851.79-26.86-49.11-65.62-11.
5、42-63.80-60.08-59.177.7776.4481.1651.4768.6483.5080.5315.09-84.41-75.92-67.94-38.52-84.37-82.12-7.7784.1379.4270.4853.3186.3483.68-27.16-22.29-35.047.42-45.54-30.19-29.3518.1028.6242.797.8347.8338.2936.34RE框架梁内力组合表见资料框架边柱内力组合层次截面内力恒荷活荷风荷L风荷R地震L地震R10柱顶M45.7312.81-6.736.73-26.8626.86N237.7338.27-1.871
6、.87-13.1513.15柱底M-35.70-8.733.24-3.2420.06-20.06N260.2338.27-1.871.87-13.1513.154柱顶M26.228.72-34.4834.48-88.2988.29N1802.62288.25-78.2178.21-278.09278.09柱底M-23.27-7.5930.48-30.4888.29-88.29N1835.02288.25-78.2178.21-278.09278.091柱顶M14.205.2841.42-41.42126.47-126.47N2672.05404.20-162.44162.44-476.4447
7、6.44柱底M-7.10-2.64112.34-112.34268.74-268.74N2734.45404.20-162.44162.44-476.44476.44框架中柱内力组合层次截面内力恒荷活荷风荷L风荷R地震L地震R10柱顶M-31.45-7.52-8.438.4342.25-42.25N267.8461.99-1.871.87-10.3310.33柱底M24.035.706.42-6.4234.57-34.57N290.3461.99-1.871.87-10.3310.334柱顶M-16.80-5.40-52.7452.74-88.2988.29N2376.91431.41-86.
8、9786.97-311.39311.39柱底M18.805.2748.41-48.4188.29-88.29N2409.31431.41-86.9786.97-311.39311.391柱顶M-9.50-4.19-69.3869.38-167.72167.72N3407.62616.09-154.89154.89-594.58594.58柱底M6.752.09120.38-120.38285.57-285.57N3468.63616.09-154.89154.89-594.58594.581.2恒+1.26（活+风）(1.2重力1.3地)1.35恒+活1.2恒+1.4活MmaxNLRLR62.
9、5479.5022.1277.9874.5572.8177.98331.14335.85232.91260.27359.21338.85260.27-49.76-57.92-17.60-59.32-56.93-55.06-59.32358.14362.85254.51281.87389.58365.85281.87-0.9985.90-62.46121.1844.1243.67121.182427.792624.881579.662158.092721.792566.692158.090.92-75.8965.84-117.80-39.00-38.55-117.802466.672663.76
10、1610.772189.192765.532605.572189.1975.88-28.50147.70-115.3624.4524.43-115.363511.083920.432263.693254.684011.473772.343254.68129.70-153.39271.41-287.57-12.23-12.22-287.573585.963995.312323.593314.594095.713847.223314.591.2恒+1.26（活+风）(1.2重力1.3地)1.35恒+活1.2恒+1.4活MmaxNLRLR-57.84-36.5910.14-77.74-49.98-4
11、8.27-77.74397.16401.87276.14297.62423.57408.19297.6244.1127.9361.76-10.1538.1436.82-10.15424.16428.87297.74319.22453.95435.19319.22-93.4239.49-110.5473.10-28.08-27.7273.103286.293505.452165.062812.763640.243456.272812.7690.20-31.80112.40-71.2430.6529.94-71.243325.173544.332196.172843.863683.983495.1
12、52843.86-104.1070.74-185.56163.30-17.02-17.27163.304670.265060.582948.684185.405216.384951.674185.40162.41-140.95304.48-289.5111.2011.03-289.514743.475133.793007.244243.975298.745024.884243.97RERERE框架边柱内力组合框架中柱内力组合N minMN maxM22.1274.55232.91359.21-17.60-56.93254.51389.58-62.46112.481579.662721.7965
13、.8452.781610.772765.53147.70110.462263.694011.47271.41-202.742323.594095.71N minMN maxM10.14-49.98276.14423.5761.7638.14297.74453.95-110.54112.482165.063640.24112.4052.782196.173683.98-185.56110.462948.685216.38304.48-202.743007.245298.74层次恒荷活荷风荷L风荷R地震L地震R1.2恒+1.26（活+风）LR10-15.18-5.07-2.232.23-28.36
14、28.36-35.599835.8674412.65-3.89-16.6916.69-78.6978.69-98.148 100.15081-6.25-2.23-30.2530.25-120.54120.54-150.065 153.6954层次恒荷活荷风荷L风荷R地震L地震R1.2恒+1.26（活+风）LR10-12.07-4.46-3.243.24-49.5749.57-62.263862.6526410.58-2.58-18.6418.64-150.87150.87-188.978 191.21461-4.58-1.65-35.4735.47-160.58160.58-200.203204.459 (1.2重力1.3地)1.35恒+活1.2恒+1.4活LR-40.4751 38.49618-0.78050.446-116.965 102.1547-5.84153.338-181.25 154.4059-10.58756.05 (1.2重力1.3地)1.35恒+活1.2恒+1.4活LR-70.4539 67.57872-1.1340.648-218.327 201.7857-6.5243.728-239.314 207.8375-12.41457.094RERE