建筑工程毕业设计 - 图文

V B左 B右 AB跨 BC跨 A B左 2层 B右 AB跨 BC跨 A 1层 B左 B右 M V M V M V M V M V M V M V M V M V M V M V M V 110.76 -150.25 -138.11 -67.69 -19.11 89.07 0.00 -11.32 0.00 -106.34 112.08 -150.25 -138.05 -67.69 19.11 88.88 0.00 -11.43 0.00 -95.91 111.35 -144.95 -138.78 -71.33 19.11 21.92 -31.14 -26.16 -26.14 10.63 18.58 0.00 -10.22 0.00 -15.99 21.92 -31.14 -26.16 -26.14 10.63 18.58 0.00 -10.22 0.00 -15.23 21.87 30.68 -26.29 -26.13 10.63 33.50 104.08 33.50 56.19 32.89 0.00 33.50 0.00 32.89 170.12 44.44 140.94 44.44 71.65 42.15 0.00 44.44 0.00 42.15 192.90 51.97 170.90 51.97 86.87 51.10 163.60 -223.90 -202.36 -117.82 -8.05 132.90 0.00 -27.89 0.00 -149.99 165.18 -223.90 -202.28 -117.82 37.81 132.67 0.00 -28.02 0.00 -136.41 164.24 -130.99 -203.34 -122.18 37.81 171.01 -233.35 -212.09 -117.00 -15.38 138.45 0.00 -25.30 0.00 -159.23 172.79 -233.35 -212.00 -117.00 36.22 138.20 0.00 -25.45 0.00 -144.40 171.76 -165.62 -213.12 -121.90 36.22 189.61 -63.68 -137.88 -23.87 26.20 118.03 43.55 -19.72 42.76 83.95 205.42 -15.76 -123.58 -3.77 84.11 117.80 57.77 -19.85 54.80 126.54 214.30 66.64 -114.75 11.66 95.74 104.71 -337.40 -227.59 -172.57 -58.25 119.89 -43.55 -20.74 -42.76 -359.96 92.07 -385.32 -241.74 -192.67 -24.42 119.66 -57.77 -20.87 -54.80 -376.52 81.37 -374.63 -252.50 -216.82 -36.06 189.61 -63.68 -137.88 -23.87 26.20 138.45 43.55 -19.72 42.76 83.95 205.42 -15.76 -123.58 -3.77 84.11 138.20 57.77 -19.85 54.80 126.54 214.30 66.64 -114.75 11.66 95.74 104.71 -337.40 -227.59 -172.57 -58.25 118.03 -43.55 -27.89 -42.76 -359.96 92.07 -385.32 -241.74 -192.67 -24.42 117.80 -57.77 -28.02 -54.80 -376.52 81.37 -374.63 -252.50 -216.82 -36.06 189.61 -337.40 -227.59 -172.57 -58.25 138.45 43.55 -27.89 42.76 -359.96 205.42 -385.32 -241.74 -192.67 84.11 138.20 57.77 -28.02 54.80 -376.52 214.30 -374.63 -252.50 -216.82 95.74 34

AB跨 BC跨 M V M V 96.62 0.00 6.36 0.00 19.19 0.00 10.06 0.00 0.00 51.97 0.00 51.10 142.81 0.00 21.72 0.00 149.24 0.00 18.44 0.00 127.46 67.56 13.67 66.43 129.38 -67.56 14.67 -66.43 149.24 67.56 21.72 66.43 127.46 -67.56 13.67 -66.43 149.24 67.56 21.72 66.43 恒荷载、活荷载、地震力作用下柱的内力组合：

1.35×恒载+ 1.4×0.7×活载 61.29 75.97 168.58 0.00 -36.86 -52.44 196.81 0.00 80.63 79.28 436.89 0.00 -59.85 -58.19 546.66 0.00 1.2×恒载+ 1.2×恒载+（1.4×（1.4×0.5×活0.5×活载-1.3地震载+1.3×地震力） 力） 98.95 93.83 159.87 20.16 18.66 -8.28 173.73 24.78 150.11 134.40 421.04 40.31 40.81 33.37 479.33 49.52 9.07 38.50 137.33 -20.16 -83.91 -84.09 171.52 -24.78 -9.50 3.81 342.91 -40.31 -146.36 -135.97 473.77 -49.52 恒载 活载 地震荷载 1.2×恒+1.4×活载 max min 整合 m上 A柱 5层 B柱 m下 n v 43.41 50.47 2.74 8.00 34.57 21.28 8.67 15.51 39.45 29.16 0.85 19.06 61.39 50.23 30.05 31.01 71.99 65.13 2.14 38.09 55.93 71.76 153.70 0.00 -33.22 -47.94 182.09 0.00 75.90 74.70 408.03 0.00 -54.52 -53.05 514.86 0.00 98.95 93.83 9.07 38.50 98.95 93.83 20.16 119.58 7.29 0.00 0.00 168.58 137.33 168.58 20.16 -20.16 18.66 -83.91 -83.91 -8.28 -84.09 -84.09 196.81 171.52 196.81 24.78 -24.78 150.11 134.40 24.78 -9.50 150.11 3.81 134.40 40.31 m上 -26.69 -0.85 m下 -37.03 -2.50 n v m上 A柱 m下 n v 135.97 13.52 0.00 0.00 53.92 8.00 52.92 8.00 296.61 37.21 0.00 0.00 436.89 342.91 436.89 40.31 -40.31 40.81 -146.36 -146.36 33.37 -135.97 -135.97 546.66 473.77 546.66 49.52 -49.52 49.52 4层 B柱 m上 -42.52 -2.50 m下 -41.29 -2.50 n v 365.20 54.73 0.00 0.00 35

m上 A柱 3层 B柱 m下 n v 52.92 8.00 52.73 8.00 475.77 67.13 0.00 0.00 80.16 74.29 63.55 42.90 94.86 94.86 2.75 52.70 95.83 95.83 107.99 53.23 117.73 117.73 5.04 65.41 97.07 180.28 159.96 59.01 140.04 171.16 5.91 66.21 74.70 74.48 664.91 0.00 -53.05 -52.88 797.90 0.00 75.52 83.25 923.38 0.00 -53.60 -58.22 1021.10 0.00 53.19 28.80 1180.89 0.00 -36.49 -19.60 1358.81 0.00 79.28 79.03 708.08 0.00 -58.19 -58.00 838.85 0.00 80.20 88.68 981.06 0.00 -58.81 -64.01 1063.72 0.00 55.75 30.36 1252.98 0.00 -39.84 -21.43 1417.41 0.00 173.31 165.45 700.53 55.77 72.02 72.19 732.31 68.51 194.50 201.97 995.83 69.20 101.20 96.58 927.63 85.03 174.57 260.76 1299.99 76.71 146.99 203.63 1235.61 86.07 -35.10 -27.70 535.30 -55.77 -174.62 -174.45 725.16 -68.51 -54.66 -47.19 715.06 -69.20 -204.90 -209.52 914.52 -85.03 -77.81 -207.97 884.10 -76.71 -217.11 -241.39 1220.25 -86.07 173.31 -35.10 173.31 165.45 -27.70 165.45 708.08 535.30 708.08 55.77 -55.77 55.77 72.02 -174.62 -174.62 72.19 -174.45 -174.45 838.85 725.16 838.85 68.51 -68.51 68.51 194.50 -54.66 194.50 201.97 -47.19 201.97 995.83 715.06 995.83 69.20 -69.20 69.20 101.20 -204.90 -204.90 96.58 -209.52 -209.52 1063.72 914.52 1063.72 85.03 -85.03 85.03 174.57 -77.81 174.57 260.76 -207.97 260.76 1299.99 884.10 1299.99 76.71 -76.71 76.71 146.99 -217.11 -217.11 203.63 -241.39 -241.39 1417.41 1220.25 1417.41 86.07 -86.07 86.07 m上 -41.29 -2.50 m下 -41.15 -2.50 n v m上 A柱 m下 n v 549.64 98.81 0.00 0.00 53.60 8.00 59.61 8.37 656.25 97.06 0.00 0.00 2层 B柱 m上 -41.75 -2.50 m下 -45.60 -2.50 n v m上 A柱 m下 n v 684.21 142.89 0.00 0.00 36.31 6.87 19.99 3.44 836.00 126.92 0.00 0.00 1层 B柱 m上 -28.02 -2.05 m下 -15.13 -1.03 n v 914.21 186.97 0.00 0.00

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2.7.4截面设计：

根据上表的内力组合进行截面设计：

梁截面配筋如下表： 混凝土 层截面尺寸强次 \\mm 度等级 截面位置 M M ho(kN.m)(kN.m)(mm)?s 0.08 0.09 0.13 0.03 0.24 0.12 0.21 ? ? As 选筋 实际选用 v 0.7fbhAs 配置箍筋 AB跨跨中 300 600 支座A 5C2层 5 支座B左 BC跨跨中 250 400 支座B右 AB跨跨中 4C2300 600 层 5 支座A 89.37 89.37 565 -98.95 -143.37 98.95 565 143.37 565 10.52 10.52 365 -94.34 140.86 -243.94 94.34 365 140.86 243.94 565 565 0.082 0.091 0.135 0.027 0.276 0.132 0.244 0.96 0.95 0.93 0.99 0.86 0.93 0.88 458.11 509.66 755.85 81.15 832.98 741.61 1365.77 3Ф16 3Ф16 4Ф16 4Ф16 5Ф16 3Ф20 5Ф20 603 603 804 804 1005 941 1570 11.27 95.18 132.39 10.52 37.12 27.79 175.45 141.39 141.39 141.39 91.34 91.34 141.39 141.39 -0.88 -0.31 -0.06 -0.84 -0.57 -0.77 Ф6@200 Ф6@200 Ф6@200 Ф6@200 Ф6@200 Ф6@200 Ф0.23 6@200 37