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a141 某七层 公寓 框架结构 建筑 结构图 计算 平米 左右 摆布

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A141+某七层公寓框架结构建筑图结构图计算书6200平米左右,a141,某七层,公寓,框架结构,建筑,结构图,计算,平米,左右,摆布

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上柱 下柱 右梁 左梁 上柱 下柱 右梁 左梁 上柱 下柱0.453 0.547 0.202 0.167 0.631 0.631 0.1671.53 -8.27 8.27 -5.12 5.123.05 3.69 -1.60 -14.98 -55.00 55.00 14.983.90 -0.80 1.85 -6.94 27.50 -27.50 6.94-1.40 -1.70 -0.43 -6.77 -24.86 25.83 6.845.55 -7.08 8.09 -28.69 -57.48 58.45 28.76# 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.143 0.1436.70 -32.25 32.25 -1.44 1.447.79 7.79 9.61 -5.33 -4.41 -4.41 -16.67 16.67 4.41 4.411.53 3.90 -2.61 4.80 -0.66 -2.20 8.34 -8.34 2.20 0.66# -0.86 -1.04 -1.78 -1.47 -1.47 -5.56 5.84 1.55 1.558.46 10.83 -26.35 29.94 -6.54 -7.78 -15.33 15.61 8.16 6.22# 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.143 0.1436.70 -32.25 32.25 -1.44 1.447.79 7.79 9.61 -5.33 -4.41 -4.41 -16.67 16.67 4.41 4.413.90 3.90 -2.67 4.80 -2.20 -2.20 8.34 -8.34 2.20 2.20# -1.60 -1.93 -1.51 -1.25 -1.25 -4.73 5.02 1.33 1.33# 10.09 -27.24 30.21 -7.86 -7.86 -14.50 14.79 7.94 7.94# 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.143 0.1436.70 -32.25 32.25 -1.44 1.447.79 7.79 9.61 -5.33 -4.41 -4.41 -16.67 16.67 4.41 4.413.90 3.90 -2.67 4.80 -2.20 -2.20 8.34 -8.34 2.20 2.20# -1.60 -1.93 -1.51 -1.25 -1.25 -4.73 5.02 1.33 1.33# 10.09 -27.24 30.21 -7.86 -7.86 -14.50 14.79 7.94 7.94# 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.143 0.1436.70 -32.25 32.25 -1.44 1.447.79 7.79 9.61 -5.33 -4.41 -4.41 -16.67 16.67 4.41 4.413.90 1.36 -2.67 4.80 -2.20 -2.07 8.34 -8.34 2.07 2.20# -0.81 -0.97 -1.53 -1.27 -1.27 -4.77 5.09 1.35 1.35# 8.34 -26.28 30.21 -7.88 -7.25 -14.54 14.86 7.83 7.96# 0.400 0.328 0.162 0.134 0.198 0.494 0.494 0.198 0.13422.30 -32.25 32.25 -1.44 1.442.71 3.98 3.26 -4.99 -4.13 -6.10 -15.22 15.22 6.10 4.133.89 -2.50 1.63 -2.20 7.61 -7.61 2.20# -0.56 -0.46 -1.14 -0.94 -1.39 -3.48 3.48 1.39 0.946.22 3.42 -31.95 27.75 -7.27 -7.49 -12.53 12.53 7.49 7.271.71 -3.75 3.64附表1.2 活荷载作用下弯矩二次分配法右梁 左梁 下柱 上柱0.202 0.547 0.453-94.85 94.85 -16.1218.13 -43.07 -35.66-21.58 9.07 -12.888.27 2.08 1.73-90.03 62.93 -46.810.173 0.376 0.312 0.31232.25 32.25 -3.875.33 -10.67 -8.85 -8.85-5.34 2.67 -4.43 -1.661.87 1.29 1.07 1.07-31.39 25.54 -12.21 9.440.173 0.376 0.312 0.312-32.25 32.25 -3.875.33 -10.67 -8.85 -8.85-5.34 2.67 -4.43 -4.431.61 2.33 1.93 1.90-30.65 26.58 -11.93 #0.173 0.376 0.312 0.312-32.25 32.25 -3.875.33 -10.67 -8.85 -8.85-5.34 2.67 -4.43 -4.431.61 2.33 1.93 1.90-30.65 26.58 -11.93 #0.173 0.376 0.312 0.312-32.25 32.25 -3.875.33 -10.67 -8.85 -8.85-5.34 2.67 -1.36 -4.431.63 1.17 0.97 0.97-30.63 25.42 -9.24 #0.162 0.328 0.400 0.272-32.25 32.25 -22.304.99 -3.26 -3.98 -2.71-1.63 2.50 -4.431.14 0.63 0.77 0.52-27.75 32.12 -3.21 -6.62-1.60附表1.2 活荷载作用下弯矩二次分配法上柱 下柱 右梁 左梁 上柱 下柱 右梁 左梁 上柱0.453 0.547 0.202 0.167 0.631 0.631 0.16721.77 -94.85 94.85 -0.36 0.3633.11 39.97 -18.13 -1.32 -4.99 4.99 1.3212.09 -9.07 19.99 -2.20 2.50 -2.50 2.20-1.37 -1.65 -8.19 -0.36 -1.36 1.45 0.3843.83 -65.60 88.52 -3.88 -4.21 4.30 3.900.312 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.14323.91 -101.39 101.39 -4.34 4.3424.17 24.17 29.13 -16.79 13.88 -13.88 -52.50 52.50 13.8816.56 12.09 -8.40 14.57 -7.49 -6.94 26.25 -26.25 6.94-6.32 -6.32 -7.61 -4.57 -3.77 -3.77 -14.28 14.78 3.8434.41 29.94 -88.27 94.60 -25.14 -24.59 -44.87 45.37 24.690.312 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.14323.91 -101.39 101.39 -4.34 4.3424.17 24.17 29.13 -16.79 -13.88 -13.88 -52.50 52.50 13.8812.09 12.09 -8.40 14.57 -6.94 -6.94 26.25 -26.25 6.94-4.92 -4.92 -5.93 -4.66 -3.85 -3.85 -14.57 15.09 3.8831.34 31.34 -86.59 95.11 -24.67 -24.67 -45.16 45.68 24.670.312 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.14323.91 -101.39 101.39 -4.34 4.3424.17 24.17 29.13 -16.79 -13.88 -13.88 -52.50 52.50 13.8812.09 12.09 -8.40 14.57 -6.94 -6.94 26.25 -26.25 6.94-4.92 -4.92 -5.93 -4.66 -3.85 -3.85 -14.57 15.09 3.8831.34 31.34 -86.59 95.11 -24.67 -24.67 -45.16 45.68 24.670.312 0.312 0.376 0.173 0.143 0.143 0.541 0.541 0.14323.91 -101.39 101.39 -4.34 4.3424.17 24.17 29.13 -16.19 -13.88 -13.88 -52.50 52.50 13.8812.09 -0.99 -8.40 14.57 -6.94 -6.50 26.25 -26.25 6.50-0.84 -0.84 -1.02 -4.74 -3.92 -3.92 -14.81 15.33 4.0535.42 22.34 -81.68 95.03 -24.74 -24.30 -45.04 45.92 24.440.272 0.400 0.328 0.162 0.134 0.198 0.494 0.494 0.198108.65 -101.39 101.39 -4.34 4.34-1.97 2.90 -2.39 -15.72 -13.00 -19.22 -47.92 47.92 19.2212.09 0.00 -7.86 -1.69 -6.94 0.00 28.96 -28.96-1.15 -1.69 -1.39 -3.29 -2.72 -4.03 -10.04 10.04 4.038.97 -4.59 -113.03 80.69 -22.66 23.25 -33.34 33.34 23.25-2.30 -11.63附表1.1 恒荷载作用下弯矩二次分配法下柱 右梁 左梁 下柱 上柱0.202 0.547 0.453-8.27 8.27 -0.961.60 -4.00 -3.31-2.00 0.80 -4.430.46 1.99 1.64-8.21 7.06 -6.100.143 0.173 0.376 0.312 0.312101.39 101.39 -18.8613.88 16.79 -31.03 -25.75 -25.757.49 -15.52 8.40 -12.88 -17.833.87 4.87 8.39 6.96 6.9625.24 -95.25 87.15 -31.67 -36.620.143 0.173 0.376 0.312 0.312-101.39 101.39 -18.8613.88 16.79 -31.03 -25.75 25.756.94 -15.52 8.40 -12.88 -12.883.88 4.82 6.53 5.42 5.4224.67 -95.30 85.29 -33.21 -33.210.143 0.173 0.376 0.312 0.312-101.39 101.39 -18.8613.88 16.79 -31.03 -25.75 25.756.94 -15.52 8.40 -12.88 -12.883.88 4.82 6.53 5.42 5.4224.67 -95.30 85.29 -33.21 -33.210.143 0.173 0.376 0.312 0.312-101.39 101.39 -18.8613.88 13.79 -31.03 -25.75 -25.756.94