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1、攀枝花学院本科毕业设计（计算书） 框架的计算4.8 框架的内力组合（以AB跨和BC跨进行组合）4.8.1框架梁的内力组合表4.9层次截面内力控制值调幅后的值第一层AM-67.77-15.3246.6143.92-16.08-146.56-47.75-140.95-102.77-268.42268.42228.16V49.3514.7514.643.9479.938.986.557.380.08116.56116.56139.87B左M121.4624.9533.7197.7319398.6200.7133.3180.73272.8272.8231.88V69.0518.255.1815.867
2、5.690.1193.19103.55108.4197.7397.73118.47B右M-85.74-20.6541.71120.75-44.47-161.25-78.7-162.12-131.77259.84259.84220.83V81.269.865.1815.8690.25104.4100.71111.07111.31118.13118.13141.76CM15.777.7647.49148.3547.29-85.1333.97-60.61-80.6211.78211.78180.01V49.4915.0819.7859.831.787.0852.4291.9880.5137.1313
3、7.13164.55跨中MAB53.7513.1722.1468.7595.87102.1599.15100.79134.18134.18107.34MBC14.1400013.813.813.8-27.8827.8827.884.8.2 框架柱的内力组合a、边柱（A柱）表4.10层次截面内力控制值调幅后的值第五层上M18.34.6827.7379.13-16.3660.28-1.4453.328.51134.83124.83149.80N801.77211.539.85137.84906.331017.911102.051181.751258.221140.841258.221258.22下M-10.49-2.3433.9896.72-60.0438.86-48.4719.31-15.87-138.33-138.33-166N823.37211.539.85137.48932.251043.831127.971223.611284.141166.761284.141284.14V-3.6-1.0914.643.4916.12-24.769.35-19.85-5.85-60.86-60.86-73.0352