附錄.7框架梁內力組合層次截面內力恒載①活載②風載③地震④1.3①+1.5×0.7②1.3①+1.5②1.3①+1.5②+0.6×1.4③1.3①+0.7×1.5②+1.4③1.0①+1.3④1.2①+1.3④控制內力左風右風左風右風左震右震左震右震4AM-43.12-3.8612.32193.08-60.10-61.84-51.49-72.19-42.85-77.36207.88-294.12199.26-302.75-302.75V68.794.90-3.53-55.2994.5896.7893.8299.7589.6499.52-3.09140.6710.67154.43154.43B左M48.594.049.55149.7067.4069.2277.2461.1980.7854.02243.19-146.02252.91-136.31252.91V-70.77-4.96-3.53-55.29-97.21-99.45-102.41-96.48-102.16-92.27-142.651.11-156.80-13.05-156.80AB跨間M63.693.791.3921.6986.7788.4889.6487.3188.7184.8391.8835.49104.6248.23104.62V-0.99-0.03-3.53-55.29-1.32-1.33-4.301.63-6.263.62-72.8770.89-73.0770.69-73.07B右M-8.23-0.424.9878.11-11.14-11.33-7.15-15.52-4.17-18.1293.31-109.7891.67-111.42-111.42V12.120.84-4.99-78.1116.6317.0112.8221.209.6523.62-89.43113.66-87.00116.08116.08BC跨間M-1.434.290.000.002.644.574.574.572.642.64-1.43-1.43-1.72-1.724.57V0.000.00-4.99-78.110.000.00-4.194.19-6.996.99-101.54101.54-101.54101.54-101.543AM-57.42-13.6429.24404.78-88.96-95.10-70.54-119.67-48.02-129.91468.79-583.62457.31-595.11-595.11V76.9919.45-8.53-118.44120.50129.25122.09136.42108.56132.44-76.99230.96-61.59246.36246.36B左M60.4014.9523.66329.5694.22100.95120.8381.07127.3561.09488.83-368.02500.91-355.94500.91V-78.08-19.93-8.53-118.44-122.42-131.39-138.56-124.23-134.37-110.48-232.0575.90-247.6660.28-247.66AB跨間M62.8016.602.7937.6199.07106.54108.88104.20102.9795.16111.6913.90124.2526.46124.25V-0.55-0.24-8.53-118.44-0.96-1.07-8.236.10-12.9010.98-154.52153.43-154.63153.32-154.63B右M-5.22-1.7712.31171.42-8.64-9.440.90-19.788.58-25.87217.63-228.07216.59-229.11-229.11V10.354.22-12.30-171.4217.8919.799.4530.120.6735.11-212.50233.19-210.43235.26235.26BC跨間M0.5921.870.000.0023.7333.5733.5733.5723.7323.730.590.590.710.7133.57V0.000.00-12.30-171.420.000.00-10.3310.33-17.2217.22-222.85222.85-222.85222.85-222.852AM-56.61-14.2148.54598.03-88.51-94.91-54.14-135.68-20.56-156.46720.83-834.04709.51-845.36-845.36V76.9519.49-14.64-180.75120.49129.26116.96141.56100.00140.99-158.03311.92-142.64327.31327.31B左M59.8315.3442.25522.6093.88100.78136.2765.29153.0234.73739.20-619.55751.17-607.59751.17V-78.12-19.89-14.64-180.75-122.43-131.38-143.68-119.09-142.93-101.94-313.09156.86-328.71141.24-328.71AB跨間M63.4916.123.1537.7299.47106.72109.36104.08103.8795.06112.5214.46125.2227.16125.22V-0.59-0.20-14.64-180.75-0.97-1.06-13.3611.24-21.4719.53-235.56234.39-235.68234.27-235.68B右M-5.39-1.6521.88270.70-8.75-9.498.89-27.8721.89-39.38346.51-357.30345.43-358.38-358.38V10.354.22-21.88-270.7017.8919.791.4138.17-12.7548.52-341.56362.26-339.49364.33364.33BC跨間M0.4221.980.000.0023.6233.5133.5133.5123.6223.620.420.420.500.5033.51V0.000.00-21.88-270.700.000.00-18.3818.38-30.6330.63-351.91351.91-351.91351.91-351.911AM-52.23-13.0568.85747.93-81.61-87.48-29.65-145.3114.78-178.00920.08-1024.54909.63-1034.98-1034.98V76.7119.41-20.60-223.83120.10128.83111.53146.1391.26148.94-214.27367.69-198.93383.03383.03B左M56.7514.5958.87639.8489.1095.67145.1246.22171.526.69888.55-775.04899.90-763.69899.90V-78.36-19.97-20.60-223.83-122.83-131.81-149.12-114.51-151.67-93.99-369.34212.62-385.01196.95-385.01AB跨間M67.2117.084.9954.05105.31112.99117.18108.80112.2998.32137.47-3.05150.9110.40150.91V-0.83-0.28-20.60-223.83-1.37-1.49-18.8015.81-30.2127.47-291.80290.15-291.97289.99-291.97B右M-6.60-1.9530.52331.83-10.62-11.5014.14-37.1432.11-53.36424.78-437.98423.46-439.30-439.30V10.354.22-30.53-331.8317.8919.79-5.8645.43-24.8660.63-421.03441.73-418.96443.80443.80BC跨間M-0.7921.690.000.0021.7531.5131.5131.5121.7521.75-0.79-0.79-0.94-0.9431.51V0.000.00-30.53-331.830.000.00-25.6525.65-42.7442.74-431.38431.38-431.38431.38-431.386.8框架A柱彎矩與軸力內力組合層次截面內力恒載①活載②風載③地震④1.3①+1.5×0.7②1.3①+1.5②1.3①+1.5②+0.6×1.4③1.3①+0.7×1.5②+1.4③1.0①+1.3④1.2①+1.3④控制內力左風右風左風右風左震右震左震右震Mmax及NNmin及MNmax及M4柱頂M47.194.69-13.56-212.4366.2768.3856.9979.7747.2985.26-228.97323.35-219.53332.79332.79-228.97332.79N214.0112.96-3.53-55.29291.82297.65294.69300.62286.88296.76142.13285.89184.94328.69328.69142.13328.69柱底M35.807.30-6.09-95.4454.2157.4952.3762.6145.6862.73-88.27159.87-81.11167.03167.03-88.27167.03N261.7912.96-3.53-55.29353.94359.77356.80362.73348.99358.88189.91333.67242.27386.03386.03189.91386.033柱頂M31.179.42-26.14-350.7950.4154.6532.6976.6113.8287.01-424.86487.20-418.62493.43493.43-424.86493.43N481.3564.63-12.06-173.73693.62722.70712.57732.83676.73710.50255.50707.20351.77803.47803.47255.50803.47柱底M32.438.53-17.43-233.8651.1254.9540.3169.6026.7175.52-271.59336.45-265.10342.93342.93-271.59342.93N529.1364.63-12.06-173.73755.73784.81774.68794.94738.85772.61303.28754.98409.11860.81860.81303.28860.812柱頂M33.638.84-36.23-427.4353.0056.9826.5587.412.28103.72-522.03589.29-515.30596.02596.02-522.03596.02N748.65116.34-26.70-354.481095.401147.761125.331170.181058.021132.78287.831209.47437.561359.201359.20287.831359.20柱底M40.1910.57-29.64-349.7263.3568.1043.2093.0021.85104.84-414.45494.83-406.41502.86502.86-414.45502.86N796.43116.34-26.70-354.481157.521209.871187.441232.301120.141194.90335.611257.25494.891416.541416.54335.611416.541柱頂M20.985.50-46.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