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1、本科毕业设计 4 框架的计算4.8框架的内力组合（以第一层进行组合） 4.8.1框架梁的内力组合 表4.8.1层次截面内力控制值第一层M-38.69-14.7360.03264.1367.05130.47140.63117.09398.64398.64V43.9416.6817.2-82.6476.0776.895.4190.11170.17170.17M-40.05-15.9365.43231.7270.36139.66150.57124.64358.85358.85V-44.54-17.7117.2-82.6478.2477.5397.4391.93171.5171.5M-4.5-3.55
2、9.4880.2910.3718.6721.8217.52111.9111.9V9.714.514.16-66.9117.9531.4735.1629.41101.33101.33MAB26.779.322.7316.2845.1735.9547.3147.5774.6374.63MBC-1.32-0.85002.771.582.662.622.092.774.8.2 框架柱的内力组合边柱（A柱） 表4.8.2层次截面内力控制值第一层M12.439.61533.6-121.428.3861.9669.3754.43178.51178.51N1223219.417.2-4011774.76149
3、1.681765.721880.512120.542120.54M6.722.55233.6-282.311.6455.1053.6239.80376.64376.64N1262219.417.2-4011821.561538.481812.521933.162167.342167.34V-4.43-2.6717.2-82.649.0529.4030.3523.05114.35114.35 中柱（B柱）表4.8.3层次截面内力控制值第一层M12.334.2441.9-133.9220.7373.4672.9356.00191.44191.44N1450.8335.43.0463.082210.521745.222167.402289.832024.22289.83M6.162.1241.9-312.4810.3666.0562.8645.59414.89414.89N1536.8335.43.0463.082313.721848.422270.602405.932127.42405.93V4061.4014.266.916.8324.7024.4818.7592.7092.70 38