层次杆件截面恒载活载地震地震内力组合最不利内力组合左右MmaxMM①②③④NNmaxNmin1C1C0上端M19.797.58-186.70186.7034.3634.14-214.41271.01271.01271.01214.41N1385.08433.67-341.46341.462269.23###1478.402366.202366.202366.201478.40下端M9.893.79-346.73346.7317.1717.07-436.61464.89464.89464.89436.61N1448.14433.67-346.73346.732344.91###1547.222448.722448.722448.721547.22V-5.39-2.07-96.9896.98-9.37-9.31-133.78118.36上端M-16.08-5.38-262.70262.70-26.83-26.98-364.03318.99364.0326.83318.99N1463.29533.63295.47-295.472503.03###2460.241692.022460.242503.031692.02下端M-8.04-2.69-394.05394.05-13.41-13.49-523.53501.00523.5313.41501.00N1526.25533.63295.47-295.472578.58###2535.791767.572535.792578.581767.57V4.391.47-119.41119.417.337.37-149.08161.382C2C1上端M26.6310.26-161.81161.8146.3246.01-172.24248.47248.47248.47172.24N1155.25371.35-255.66255.661906.19###1276.751941.471941.471941.471276.75下端M30.9911.82-161.81161.8153.7453.42-166.07254.63254.63254.63166.07N1192.55371.35-255.66255.661950.95###1321.511986.231986.231986.231321.51V-19.80-5.66-82.9882.98-31.68-32.28-135.0380.72上端M-23.36-7.37-243.17243.17-38.35-38.76-348.58283.67348.5838.35283.67N1207.70464.24223.54-223.542099.18###2018.391437.182018.392099.181437.18下端M-30.77-9.48-243.17243.17-50.20-50.83-358.73273.51358.7350.20273.51N1245.00464.24223.54-223.542143.94###2063.151481.942003.722143.541481.94V13.884.32-124.70124.7022.7022.97-142.86181.363C3C2上端M26.708.83-161.25161.2544.4044.70-172.29246.96246.9644.70172.29N925.32309.04-182.41182.411543.04###1058.681532.941532.941552.041058.68下端M26.6310.22-131.93131.9346.2645.97-133.42209.60209.6045.97133.42N962.62309.04-182.41182.411587.80###1103.441577.701577.701602.401103.44V-13.60-4.88-75.1775.17-23.15-23.14-116.9778.47上端M-20.71-6.88-231.31231.31-34.48-34.70-329.68271.72329.6834.48271.72N937.59374.85156.72-156.721649.90###1553.751146.281553.751649.901146.28下端M-23.36-8.73-209.28209.28-40.25-40.09-305.33238.79305.3340.25238.79N974.89374.85156.72-156.721694.66###1598.511191.041598....
