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1、框架柱內(nèi)力組合表底層層次桿件截面恒載活載地震地震內(nèi)力組合內(nèi)力左右1.2恒1.35恒1.2(恒0.5活)種類①②③④1.4活0.98活1.3地震左1.3地震右1B1B0上端M13.439.62121.43121.4329.5827.55135.97179.74N1382.49255.94400.59400.592017.302117.181291.782333.32下端M6.722.55282.34282.3411.6411.57357.

2、45376.64N1431.63255.94400.59400.592076.272183.521350.752392.28V4.432.6782.6482.649.068.60114.35100.51C1C0上端M12.334.24133.92133.9220.7320.80191.43156.76N1536.84393.8763.0863.082395.632460.722162.531998.52下端M6.162.12312.48

3、312.4810.3610.39414.89397.56N1585.98393.8763.0863.082454.592527.072221.502057.49V4.061.4066.9166.916.836.8581.2792.69D1D0上端M12.334.24133.92133.9220.7320.80156.76191.43N1536.84393.8763.0863.082395.632460.731998.532162.53下

4、端M6.162.12312.48312.4810.3610.39397.56414.89N1585.98393.8763.0863.082454.592527.072057.492221.50V4.061.4066.9166.916.836.8592.6981.27E1E0上端M13.439.62121.43121.4329.5827.55179.74135.97N1382.49255.94400.59400.592017.302117

5、.182333.321291.78下端M6.722.55282.34282.3411.6411.57376.64357.45N1431.63255.94400.59400.592076.272183.522392.281350.75V4.432.6782.6482.649.068.60100.51114.35框架柱內(nèi)力組合表第二層層次桿件截面恒載活載地震地震內(nèi)力組合內(nèi)力左右1.2恒1.35恒1.2(恒0.5活)種類①②③④1.4活0.9

6、8活1.3地震左1.3地震右2C2C1上端M21.037.74142.70142.7036.0735.97155.63215.39N1223.02219.38371.95371.951774.751866.071115.722082.79下端M25.265.11142.70142.7037.4739.11152.13218.89N1261.90219.38371.95371.951821.411918.561162.372129.44V

7、12.863.5783.4183.4120.4320.86126.0190.86D2D1上端M19.137.10178.09178.0932.9032.78258.73204.30N1411.90335.3747.3547.352163.812234.731957.061833.95下端M22.568.07178.09178.0938.3738.37263.43199.60N1450.78335.3747.3547.352210.462

8、287.222003.721880.61V11.584.2169.4269.4219.8019.7673.82106.67E2E1上端M19.137.10178.09178.0932.9032.78204.30258.73N1411.90335.3747.3547.352163.802234.731833.951957.06N914.38218.3720.2320.231402.981448.421254.581201.98下端M18.

9、786.47125.55125.5531.5931.69189.63136.80N953.26218.3720.2320.231449.631500.911301.241248.64V10.433.5951.6751.6717.5417.6052.5081.84E4E3上端M18.786.47153.45153.4531.5931.69173.07225.90N914.38218.3720.2320.231402.971448.4212

10、01.981254.58下端M18.786.47125.55125.5531.5931.69136.80189.63N953.26218.3720.2320.231449.631500.911248.641301.24V10.433.5951.6751.6717.5417.6081.8452.50F4F3上端M20.597.85122.96122.9635.7035.49189.27130.43N808.45146.25156.2815

11、6.281174.891234.731261.06854.73下端M20.597.85100.60100.6035.7035.49160.20101.36N847.32146.25156.28156.281221.541287.211307.70901.37V11.444.3669.0969.0919.8319.7273.47106.16框架柱內(nèi)力組合表第五層層次桿件截面恒載活載地震地震內(nèi)力組合內(nèi)力左右1.2恒1.35恒1.2(恒0.5

12、活)種類①②③④1.4活0.98活1.3地震左1.3地震右5C5C4上端M20.597.85105.52105.5235.7035.49107.76166.59N601.14109.6994.1994.19874.94919.04664.74909.63下端M20.597.8570.3470.3435.7035.4962.03120.87N640.02109.6994.1994.19921.59971.53711.39956.29V11

13、.444.3647.0447.0419.8319.7277.5044.81D5D4上端M18.786.47131.67131.6731.5931.69197.59144.75N665.62159.879.819.811022.571055.26907.42881.92下端M18.786.4787.7887.7831.5931.69140.5387.70N704.50159.879.819.811069.221107.75954.0892

14、8.57V10.433.5939.1439.1417.5417.6036.2165.55E5E4上端M18.786.47131.67131.6731.5931.69144.75197.59N665.62159.879.819.811022.561055.26881.91907.42下端M18.786.4787.7887.7831.5931.6987.70140.53N704.50159.879.819.811069.221107.759

15、28.57954.08V10.433.5939.1439.1417.5417.6065.5536.21F5F4上端M20.597.85105.52105.5235.7035.49166.59107.76N601.14109.6994.1994.19874.94919.04909.63664.74下端M20.597.8570.3470.3413.7220.1071.44111.44N640.02109.6994.1994.19921.59

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