梁柱配筋计算

层次,计算项,DE跨,,,,,EF跨,,,,,,,,

,,D左,,跨中,E右,,E左,,跨中,F右,,,,,

,,顶面,底面,,顶面,底面,顶面,底面,,顶面,底面,,,,

11,M,-66.7875,43.6425,22.56,(68.048),14.205,-66.18,,40.52,-70.1175,28.65,,,,

,,0.070,,,,,,,,,,,,,

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6,,,,,,,,,,,,,,,

层次,跨次,截面,M,,,,,,实配,,,,,,

11.00,DE,D左,-66.79,0.009,0.009,402,464,0.36,509,0.79,,,,,

,,跨中,22.56,0.008,0.008,,147,0.11,402,,,,,,

,,E右,-68.05,0.011,0.011,402,473,0.37,509,0.79,,,,,

,EF,E左,-66.18,0.009,0.009,402,460,0.36,509,0.79,,,,,

,,跨中,40.52,0.014,0.014,,264,0.21,402,,,,,,

,,F右,-70.12,0.013,0.013,402,487,0.38,509,0.79,,,,,

6.00,DE,D左,-100.83,0.045,0.046,402,700,0.54,763,0.53,,,,,

,,,56.50,0.020,0.020,,369,,402,,,,,,

,,跨中,43.76,0.015,0.016,,285,0.22,402,,,,,,

,,E右,-109.64,0.055,0.056,402,761,0.59,763,0.53,,,,,

,EF,E左,-100.18,0.045,0.046,402,696,0.54,763,0.53,,,,,

,,跨中,45.17,0.016,0.016,,295,0.23,402,,,,,,

,,F右,-101.11,0.046,0.047,402,702,0.55,763,0.53,,,,,

1.00,DE,D左,-56.50,,,402,,,402,1.00,,,,,

,,跨中,43.24,0.015,0.015,,282,0.22,402,,,,,,

,,E右,-66.76,0.009,0.009,402,464,0.36,509,0.79,,,,,

,EF,E左,-66.47,0.009,0.009,402,462,0.36,509,0.79,,,,,

,,跨中,44.51,0.016,0.016,,290,0.23,402,,,-55.24,,,

,,F右,-64.22,0.007,0.007,402,446,0.35,509,0.79,,43.24,,,

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11.00,DE,D左,-72.57,0.015,0.016,402,504,0.39,509,0.79,8.037187058,,,,

,,,44.98,0.016,0.016,,293,,402,,8.208536563,,,,

,,跨中,37.25,0.013,0.013,,243,0.19,402,,6.788810578,,,,

,,E右,-88.59,0.032,0.033,402,615,0.48,603,0.67,16.95476516,,,,

,DE,D左,-146.93,0.063,0.066,603,1020,0.79,1017,0.59,33.74918945,,,,

,,跨中,85.19,0.030,0.030,,560,0.43,603,,15.66168491,,,,

6.00,,E右,-181.12,0.099,0.105,603,1247,0.97,1256,0.48,54.04678423,,,,

,DE,D左,-89.43,,,603,,,603,1.00,0,,,,

,,跨中,81.23,0.029,0.029,,533,0.41,603,,14.92279151,,,,

,,E右,-118.84,0.034,0.034,603,825,0.64,804,0.75,17.68739693,,,,

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1.00,,,,,,,,,,,,,,,

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,,层次,跨次,截面,,,,加密区实配,非加密区实配（,,,,,,

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,,11,DE,D左,57.15,368.23,-0.15,,-0.5,0.20%,,,,,

,,,,E右,66.04,368.23,-0.08,,-0.5,0.20%,,,,,

,,,EF,E左,58.37,368.23,-0.14,,-0.5,0.20%,,,,,

,,,,F右,52.17,368.23,-0.19,,-0.5,0.20%,,,,,

,,6,DE,D左,87.58,368.23,0.08,,-0.5,0.20%,,,,,

,,,,E右,117.75,368.23,0.30,,-0.5,0.20%,,,,,

,,,EF,E左,83.84,368.23,0.05,,-0.5,0.20%,,,,,

,,,,F右,77.35,368.23,0.00,,-0.5,0.20%,,,,,

,,1,DE,D左,56.53,368.23,-0.15,,-0.5,0.20%,,,,,

,,,,E右,84.16,368.23,0.05,,-0.5,0.20%,,,,,

,,,EF,E左,62.19,368.23,-0.11,,-0.5,0.20%,,,,,

,,,,F右,58.06,368.23,-0.14,,-0.5,0.20%,,,,,

,,注：,,,,,,,,,,,,,

,,，说明构造配筋即可。梁沿全长箍筋面积配箍率,,,,,,,,,,,,,

,,，加密区长度均取900mm。,,,,,,,,,,,,,

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,,层次,截面,,,,,,,,,,,,

,,11,D左,-96.76,38.61,3.7,39.78,80.03,68.02,135.37,40.25,,,,

,,,E右,59.97,-118.12,3.7,39.78,92.73,78.82,178.09,52.95,,,,

,,6,E左,-195.91,80.45,3.7,91.74,173.90,147.82,276.36,82.16,,,,

,,,F右,126.02,-241.49,3.7,61.1,170.36,144.81,367.51,109.26,,,,

,,1,D左,-119.24,3.09,3.7,91.74,128.11,108.89,122.33,36.37,,,,

,,,E右,42.3,-158.45,3.7,61.1,120.78,102.67,200.75,59.68,,,,

,,注：承载力抗震调整系数,,,,,,,,,,,,,

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,,,层次,截面,,,,加密区实配,非加密区实配（,,,,,,

,,,,,,,,,）,,,,,,

,,,11,D左,68.02,368.23,-0.07,,-0.67,0.27%,,,,,

,,,,E右,78.82,368.23,0.01,,-0.67,0.27%,,,,,

,,,6,D左,147.82,368.23,0.52,,-0.67,0.27%,,,,,

,,,,E右,144.81,368.23,0.50,,-0.67,0.27%,,,,,

,,,1,D左,108.89,368.23,0.23,,-0.67,0.27%,,,,,

,,,,E右,102.67,368.23,0.19,,-0.67,0.27%,,,,,

,,,注：,,,,,,,,,,,,

,,,，说明构造配筋即可。梁沿全长箍筋面积配箍率,,,,,,,,,,,,

,,,，加密区长度均取900mm。,,,,,,,,,,,,

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,,,柱号,层次,,,,,,,,,,,

,,,①-D,11,500,460,14.3,101.49,64.46,117.96,4.91>2,0.07<0.85,0.03,3.42,59.09

,,,,6,500,460,14.3,92.44,69.97,939.51,3.33>2,0.36<0.85,0.18,2.87,64.14

,,,,1,600,560,14.3,64.61,40.09,1774.85,4.12>2,0.57<0.85,0.34,2.88,36.75

,,,①-E,11,500,460,14.3,108.03,70.6,166.95,4.60>2,0.09<0.85,0.05,3.33,64.72

,,,,6,500,460,14.3,97.88,80.72,1376.01,3.15>2,0.42<0.85,0.27,2.64,73.99

,,,,1,600,560,14.3,52.54,32.18,2672.37,4.28>2,0.66<0.85,0.52,2.92,29.50

,,,①-F,11,500,460,14.3,108.22,68.61,121.97,,,0.03,3.43,62.89

,,,,6,500,460,14.3,91.39,69.15,929.98,,,0.18,2.87,63.39

,,,,1,600,560,14.3,70.37,31.09,1768.66,,,0.34,4.04,28.50

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,,,柱号,层次,,,,,,,,,,,

,,,①-D,11,500,460,14.3,101.49,59.09,117.96,3.42>2,0.03<0.9,,3.73,0.03

,,,,6,500,460,14.3,84.73,64.14,939.51,2.87>2,0.26<0.9,,2.87,0.26

,,,,1,600,560,14.3,64.61,36.75,1774.85,2.88>2,0.34<0.9,,3.14,0.34

,,,①-E,11,500,460,14.3,108.03,64.72,166.95,3.33>2,0.05<0.9,,3.63,0.05

,,,,6,500,460,14.3,89.72,73.99,1376.01,2.64>2,0.38<0.9,,2.64,0.38

,,,,1,600,560,14.3,4