框架梁内力组合表.doc

框架梁内力组合表层次截面位置内力SGKSQKSNKSEK1.2 SGK+1.26(SQK+SWK)rRE1.2(SGK+0.5SQK+1.3SEK)1.35 SGK+ SQK1.2 SGK+1.4 SQK333333一层FM-70.04-14.735.1367.15-38.35-166.87288.31-427.63-109.28-104.67V101.4818.5414.6299.39126.71163.562.77196.58155.54147.73G左M-77.70-16.6641.12258.99-166.04-62.42-329.94175.08-121.56-116.56V103.3618.914.6299.39166.27129.42198.434.62158.44150.49G右M-10.89-3.0522.76212.3711.77-45.59195.89-218.23-17.75-17.34V10.003.6516.86157.31-4.6437.84-142.73164.0217.1517.11二层FM-73.16-16.5645.53282.93-51.29-166.02202.56-349.15-115.33-110.97V92.8418.5413.3584.29117.95151.599.72174.08143.87137.36G左M-74.54-17.8138.56248.12-160.47-63.30-317.02166.82-118.44-114.38V94.7418.913.3584.29154.32120.68175.9511.59146.80140.15G右M-7.15-2.3421.23137.2215.22-38.28126.30-141.28-11.99-11.85V8.853.6515.73101.64-4.6035.04-89.49108.7115.6015.66三层FM-73.61-16.8434.09243.99-66.60-152.50164.06-311.72-116.21-111.91184.47113.30V92.8418.549.9771.69122.21147.3322.00161.80143.87137.36G左M-78.27-1828.73207.69-152.80-80.40-281.04123.96.-123.66-119.12V94.7418.99.9771.69150.06124.94163.6723.87146.80140.15G右M-6.61-2.3115.9114.8669.19-30.88105-118.98-11.23-11.17V8.853.6511.7885.980.3830.06-73.3492.5615.6015.73四层FM-71.42-16.9825.28205.61-75.25-138.95128.55-272.39-113.40-109.47157.50V88.6318.547.2559.21120.58138.8530.38145.84138.19132.31G左M-75.56-18.1020.39167.40-139.17-87.79-239.3687.07-120.11-116.01V90.5518.97.2559.21141.61123.34147.7332.27141.14135.12G右M-6.38-2.2911.2992.583.68-24.7783.49-97.04-10.90-10.8693.36V8.853.658.3668.584.6825.75-57.2676.4711.9515.73五层FM-71.21-16.3014.28133.59-87.99-123.9858.83-201.67-112.43-108.27140.25V88.6318.544.1639.14124.47134.9649.95126.27138.19132.31G左M-74.99-17.5611.95113.03-127.72-97.06-185.6034.81-118.80-114.57V90.5518.94.1639.14137.72127.23128.1651.84141.14135.12G右M-6.46-2.366.6262.51-2.38-19.0754.07-67.82-11.08-11.0566.50V8.853.654.9046.309.0421.39-35.5454.7515.6015.73六层FM-43.22-4.536.0869.31-49.91-65.2326.64-108.51-62.88-58.2090.06V57.834.63(1.85)1.7419.8873.0477.4234.7573.5182.7075.88G左M-48.18-4.784.8955.94-70.00-57.68-100.059.03-69.82-64.51V58.254.73(1.89)1.7419.8878.0573.6873.9435.17-83.3776.52G右M-8.22-0.582.7030.96-7.19-14.0022.53-37.84-11.68-10.6839.84V11.690.9(0.36)222.9312.6417.68-11.4333.28-16.6815.29横向框架F柱弯矩和轴力组合层次截面内力SGKSQKSWKSEK1.2SGK+1.26(SQK+SWK)rRE(1.2(SGK+0.5SQK)+1.3SEK)1.35SGK+SQK1.2SGK+1.4SQKMmaxNNminMNmaxM6柱顶M45.375.36.0869.3153.4668.78-25.98118.1866.5561.86118.18-25.9866.55N127.157.511.7419.88159.85164.24104.99146.34179.16163.09146.34101.99179.16柱底M-40.57-8.293.2837.32-55.00-63.26-8.09-85.72-63.06-60.29-85.72-8.09-63.06N153.967.511.7419.88192.02196.41130.73172.08215.36195.27172.08130.73215.365柱顶M40.5710.6511.0896.2748.2475.96-56.06144.1865.4263.59144.18-56.0665.42N311.4437.575.959.02413.63428.50255.64378.40458.01426.33378.40255.64458.01柱底M-40.22-9.859.0078.76-49.34-72.0138.57-125.25-64.15-62.05-125.2538.57-64.15N338.2537.575.959.024114.13417.20281.37404.13494.21458.50404.13281.37494.214柱顶M41.179.9316.28126.8541.4082.43-87.63176.2165.5168.31176.21-87.6365.51N489.7367.6313.15118.23656.32689.43379.64625.56728.76682.36625.56379.64728.76柱底M-42.58-10.0713.32103.79-47.00-80.5762.23-153.65-67.55-65.19-153.6562.23-67.55N516.5467.6313.15118.23688.49721.63405.38651.3764.96714.53651.3405.38764.963柱顶M40.859.5320.77140.2046.1056.90-102.02189.6064.6862.36189.60-102.0264.68N677.9697.6923.12189.92907.51965.77500.22895.251012.94950.32895.25500.221012.94柱底M-41.24-9.820.77140.20-35.66-88.01101.51-190.10-65.47-63.21-190.10101.51-65.47N706.8497.6923.12189.92942.171000.43527.94922.971051.92887.28922.97527.941051.922柱顶M41.649.4424.76142.7230.6693.06-103.92192.9365.6563.13192.93-103.9265.65N868.53100.7536.47274.21112.231215.13596.971167.331172.511183.291167.33596.971172.51柱底M-47.52-10.4824.76142.12-39.03-101.4397.78-199.08-74.63-71.70-199.0897.78-74.63N897.41100.7536.47274.201157.881249.79624.701195.051312.251217.941195.05624.701312.251柱顶M30.386.4926.24224.4311.5777.70-201.13265.6947.5045.54265.69-201.1347.50N1076.06130.8151.09373.61391.721520.47707.261484.351583.491474.411484.35707.261583.49柱底M-15.19-3.2539.37149.6227.28-71.93139.46-171.75-23.76-22.78-171.75139.46-23.7N1108.03130.8151.09373.61430.081558.83737.951515.041626.651512.771515.04737.951626.65横向框架G柱弯矩和轴力组合层次截面内力SGKSQKSWKSEK1.2SGK+1.26(SQK+ SWK)rRE( 1.2(SGK+0.5 SQK)+1.3 SEK)1.35 SGK+ SQK1.2 SGK+1.4 SQKMmaxNNminMNmaxM6柱顶M-39.94-4.597.5986.90-63.27-44.15-130.9249.83-58.51-54.35-130.92-130.92-58.51N136.3210.850.263.05176.93177.58132.90139.25194.88178.77132.90132.90194.88柱底M36.027.224.4651.0457.9446.7091.13-15.0455.8553.3391.1391.1355.85N163.1310.850.263.05209.10209.75158.64164.98231.07210.95158.64158.64231.075柱顶M-35.74-9.1814.1124.56-72.23-36.68-168.5690.83-57.43-55.74-168.56-168.56-57.43N373.754.21.0010.21515.47517.99374.15395.39558.69524.32374.15374.15558.69柱底M35.368.5511.55101.9167.7638.65144.04-67.9456.2954.40144.04144.0456.29N400.5154.21.0010.21547.64550.16400.00421.12594.89556.49400.00400.00594.894柱顶M-37.21-8.6220.13158.15-80.88-30.15-204.33124.62-58.85-56.72-204.33-204.33-58.85N610.7297.552.1119.58853.12858.43612.75653.48922.02869.43612.75612.75922.02柱底M37.298.7617.85140.2478.2833.29185.85-105.8559.1057.01185.85185.8559.10N637.5397.552.1119.58885.29890.61638.49679.21958.21901.61638.49638.49958.213柱顶M-37.74-8.2526.77182.41-89.41-21.95-229.90149.52-59.20-56.84-229.90-229.90-59.20N857.5140.93.9232.971201.591211.47856.54925.121298.531226.26856.54856.541298.53柱底M39.958.4826.77182.4192.3524.89232.13-147.2862.4159.81232.13232.1362.41N886.38140.93.9232.971236.251246.13884.27952.841337.511260.92884.27884.271337.512柱顶M-39.778.2432.82203.05-99.46-