山东建筑大学毕业设计说明书

3.8.1控制截面

A840024008400BCD 控制截面图 3.8.2控制截面最不利内力类型

(1)梁

跨中截面：Mmax 支座截面：-Mmax,-Vmax (2)柱

1、Mmax、Mmin相应N、V 2、Nmax、Nmin相应M、V 3、Vmax相应M、N 3.8.3控制截面最不利内力计算

(1)梁内力组合表

恒载 梁内截面 编号 力 梁左A4 M V 活载 风载 恒+活 恒+（活+风） 恒+风 恒+0.9（活+风） -14.0-22.13 -6.66 14.05 5 -34.55 -24.60 -48.20 -6.89 -46.23 -17.24 -52.65 37.64 10.88 -3.44 -203.50 9.62 2.70 -24.36 -6.67 -8.64 3.44 58.22 58.59 64.37 40.35 49.98 54.54 63.21 -232.6-263.0-263.0-240.4-240.4-228.6-228.62.70 6 3 3 2 2 8 8 8.64 -37.24 -46.68 -32.17 -41.33 -17.14 -48.52 -26.75 38

A4~B4 跨中 M 梁右M 山东建筑大学毕业设计说明书

B4 V B4~C4 梁左B4 M V -10.8-37.98 8 -3.44 -10.91 -4.54 -4.04 7.41 10.89 -2.48 3.44 -58.63 -64.83 -59.05 -50.39 -40.76 -63.62 -54.95 2.48 21.96 18.59 22.76 5.42 12.36 19.49 25.74 2.98 -2.98 -18.54 -16.67 -21.68 -8.92 -17.26 -15.06 -22.57 跨中 M 梁左A4 A3~B3 M V 0.00 0.00 0.00 -4.85 -5.45 -5.45 -4.85 -4.85 -4.85 -4.85 -15.0-20.4-15.64 8 20.46 6 -36.86 -18.71 -53.08 9.88 -47.41 -11.99 -63.55 57.34 24.07 -6.71 6.71 97.69 95.36 106.63 59.41 78.20 90.68 107.59 310.64 18.97 3.04 -3.04 395.53 440.51 435.40 377.02 368.51 400.50 392.84 -18.8-19.7-41.80 6 8 19.78 -72.79 -91.53 -58.30 -77.85 -22.47 -98.85 -49.00 -24.6-100.3-109.3-110.2-58.94 4 -6.71 6.71 0 5 -98.08 -80.12 -61.33 3 -93.32 -8.74 -3.57 6.50 -0.53 6.81 -6.81 -14.77 5.68 9.59 -9.58 -21.02 -0.95 -20.02 5.46 15.01 -0.15 15.75 -6.41 -23.57 2.52 -0.64 16.83 -0.64 -113.84.84 0 1.49 -5.68 跨中 M 梁右B4 梁左B4 M V B3~C3 M V 跨中 M 梁左A4 A1~B1 M V 跨中 M 梁右B4 M V 梁左B4 M V 跨中 M 梁左A4 A2~B2 M V 跨中 M 梁右B4 M V B2~C2 梁左B4 M V 0.00 0.00 0.00 -0.64 -0.72 -0.72 -0.64 -0.64 -14.6-47.0-101.9-30.05 2 47.08 8 -53.60 -15.35 -94.44 29.85 7 -15.557.15 24.00 0 15.50 97.38 87.65 113.69 46.88 90.28 311.12 19.34 0.60 -0.60 396.55 439.47 -18.5-45.8-113.5-42.06 8 9 45.89 -72.77 4 -24.6-15.5-100.2-116.7-58.97 0 0 15.50 8 4 -15.7-8.71 -3.79 15.79 9 -15.00 -2.21 -13.16.49 1.58 6 13.16 9.68 -0.74 0.00 0.00 0.00 -4.07 -15.0-31.0-15.64 8 31.00 0 -36.86 -10.257.34 24.07 0 10.20 97.69 310.64 18.97 0.40 -18.8-30.2-41.80 6 0 -24.6-10.2-58.94 4 0 -10.3-8.74 -3.57 9 6.50 -0.53 1.49 -8.66 0.00 0.00 -3.39 -4.58 79.29 118.35 438.46 374.18 372.50 398.47 396.96 -114.7-131.7-36.44 2 13.77 0 -16.06 -121.2-90.70 -92.46 -49.06 9 -82.23 -28.74 11.65 -32.56 21.36 -10.64 -4.58 -4.07 26.21 -4.07 4.67 -35.12 -6.80 -4.07 26.36 -4.07 B1~C1 -9.85 -61.93 24.63 -62.17 92.43 109.57 54.53 83.09 1.29 -76.83 86.28 111.99 -0.40 395.53 438.29 -100.230.20 -72.79 8 -100.3-112.210.20 0 8 -10.39 -14.77 -24.03 8.66 9.59 2.96 437.62 373.33 372.21 397.17 396.17 -111.9-49.54 -92.44 -7.88 8 -35.87 -114.6-95.15 -85.01 -56.45 3 -88.92 -24.03 -25.03 -25.03 -28.08 -28.08 17.51 -4.32 19.92 -1.23 20.59 跨中 M 梁左 M V A5~D5 跨中 M 梁右 M V -83.97 -1.96 73.84 335.44 2.11 7.17 0.00 -0.64 -0.72 -0.72 -0.64 -0.64 -0.64 -0.64 -103.1-110.0-120.5-109.4-111.06.21 -6.21 2 6 0 -92.07 6 -95.41 6 0.80 -0.80 91.14 102.42 101.08 89.73 0.00 87.49 92.27 90.26 0.00 411.13 459.87 459.87 402.53 402.53 411.56 411.56 -103.1-120.5-110.0-109.4-111.0-83.97 -1.96 -6.21 6.21 2 0 6 6 -92.07 6 -95.41 -101.0-102.4-73.84 -2.11 0.80 -0.80 -91.14 8 2 -87.49 -89.73 -90.26 -92.27

(2)柱内力组合表

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山东建筑大学毕业设计说明书

Nmin对应的M 1.2①+1.4③ 92.07 465.90 -5.75 465.90 -30.79 1.14 732.22 -9.68 732.22 -14.07 -0.16 ｜M｜max相应的N、V 1.2①+1.26（②+④） 111.06 503.40 -23.20 503.40 -22.11 29.45 855.24 -36.45 855.24 0.37 45.30 1326.88 -44.31 1326.88 3.73 51.29 1802.92 -52.72 1802.92 6.97 1.76 2169.88 35.03 489.88 -16.80 -1.21 388.38 41.00 388.38 -12.78 -51.42 909.45 50.6052 909.4494 -16.287 -59.463 1431.1638 63.6414 1431.1638 -21.4068 -72.7434 1953.8862 64.8486 1953.8862 -39.0474 恒 柱截内号 面 力 活 左风 右风 Nmax对应的M 1.35①+1.4（0.7②+0.6④） 120.50 553.58 -21.78 553.58 -26.96 26.42 920.89 -33.95 920.89 -3.18 39.86 ① 83.97 ② ③ ④ 6.21 0.80 0.80 2.68 9.01 4.24 4.24 4.09 10 M N M N V M N M N V M N M N V M N M N V M N M N V M N M N V M N M N V M N M N V M N M N V 1.96 -6.21 389.18 28.08 -0.80 -10.67 -3.21 -22.53 389.18 28.08 -0.80 1.23 -2.68 11.46 3.45 -9.01 615.13 88.68 -4.24 -15.64 -7.54 -6.95 15.64 615.13 88.68 -4.24 2.82 -4.09 5.04 -5.04 9 8 6.49 -6.49 7 6 A 5 7.54 -13.52 13.52 930.75 155.70 -10.95 10.95 -15.64 -7.54 12.73 -12.73 930.75 155.70 -10.95 10.95 -8.02 15.64 3.87 -6.73 6.73 7.54 -18.27 18.27 1418.30 1101.57 -39.20 -0.95 1418.30 1101.57 -1.38 43.85 -19.05 -6.81 4 1246.37 222.72 -21.15 21.15 -16.38 -7.97 18.27 -18.27 1246.37 222.72 -21.15 21.15 -8.21 13.67 3.98 -9.37 9.37 6.65 -18.27 18.27 1918.63 1466.03 -45.27 5.92 1918.63 1466.03 0.69 40.32 -35.57 507.09 7.46 25.83 409.56 22.11 409.56 -3.44 -15.16 952.53 15.71 -22.97 -9.17 43.24 119.68 -20.77 -0.14 315.94 32.66 315.94 -16.69 -44.24 719.34 43.328 3 2 1542.49 289.74 -36.65 36.65 -3.34 -2.77 33.75 -33.75 142.49 289.74 -36.65 36.65 -3.27 1.81 -12.03 12.03 13.45 -2.14 -11.63 11.63 262.16 16.53 57.6 7.64 0.96 -0.96 9.16 -9.16 0.96 -0.96 2397.09 1799.68 1 8 7 262.16 57.60 6 -7.69 2.51 -5.33 5.33 -16.53 -7.64 -17.43 17.43 597.13 16.53 597.13 -8.48 -16.53 932.1 19.55 932.1 -9.25 -13.8 1267.07 3.84 1267.07 -17.64 151.1 7.64 151.1 3.92 1.99 1.99 -8.77 -1.99 -1.99 8.77 23.81 -3.53 -3.53 12.21 37.87 16.78 -16.78 5 B 4 952.53 719.342 -0.24 -22.454 -9.80 -53.17 1495.08 1123.462 14.31 56.794 1495.08 1123.462 1.72 -28.194 6.60 -69.578 2036.95 1528.702 -30.28 67.93 2036.95 1528.702 -8.64 40

-43.54 -7.64 -23.81 244.6 3.53 8.08 244.6 3.53 23.81 -23.81 3 4.03 -12.21 -6.72 -37.87 338.1 2.58 338.1 2 5.87 -5.87 45.23 -45.23 5.87 -5.87 15.98 1 1.79 -15.98 山东建筑大学毕业设计说明书

M N M N V 6 M N M 5 C 4 N V M N M 3 N V M N M 1 N V 10 M N M 9 N V 8 M N M N V 6 D 5 M N M N V 4 M N M 3 N V M N M 1 N V 13.45 262.16 -14.79 262.16 -7.24 14.79 679.78 -14.79 679.78 -7.58 14.79 1097.4 -14.79 1097.4 -6.41 8.47 1515.02 -4.48 1515.02 -2.49 -83.97 389.18 10.67 389.18 -22.53 -11.46 615.13 8.81 615.13 -7.46 -8.81 -2.14 -11.63 11.63 57.6 -0.96 0.96 7.64 9.16 -9.16 57.60 -0.96 0.96 2.51 -5.33 151.1 7.64 151.1 3.92 244.6 8.08 244.6 -1.99 -1.99 -8.77 -3.53 -3.53 5.33 1.99 1.99 8.77 23.81 3.53 3.53 12.21 37.87 5.87 5.87 15.98 -7.64 -17.43 17.43 16.78 -16.78 25.83 -0.142 -1.2102 385.9584 3.42 385.9584 -12.2412 -13.8402 1003.6146 13.0212 1003.6146 -15.207 -21.879 1620.6282 22.4334 1620.6282 -17.9988 -46.0194 2236.6338 54.8646 2236.6338 -20.8674 -106.119 503.4048 15.1098 503.4048 -28.863 -20.7576 855.2352 9.249 855.2352 -10.5522 -18.1068 1254.111 17.1114 1254.111 -9.0276 -24.0918 1657.3962 22.542 1657.3962 -14.0034 -22.6332 2067.3594 39.6948 2067.3594 -14.5452 8 411.17 313.248 -20.17 -4.924 411.17 313.248 -2.84 27.12 1067.45 -26.57 -16.15 -6.654 812.95 5.744 7 1067.45 812.95 0.98 -21.374 32.48 -15.586 1724.16 1311.938 -32.05 15.586 1724.16 1311.938 5.55 -24.786 36.66 -42.854 2381.55 1809.806 -41.51 11.82 57.946 -25.36 2381.55 1809.806 -106.22 -109.458 552.24 468.136 7.03 19.86 552.24 468.136 -26.96 -30.788 -4.52 -26.366 913.77 744.092 -0.95 19.658 913.77 744.092 -3.87 -14.678 6.85 -29.5 1318.04 1059.462 -6.19 28.394 1318.04 1059.462 3.34 -14.846 10.84 -12.40 -36.15 35.142 1719.38 1379.73 1719.38 1379.73 3.66 -20.33 12.87 -30.32 10.00 -33.57 47.91 -18.51 2116.28 1707.418 2116.28 1707.418 -7.64 -23.81 23.81 -23.81 2 4.03 -12.21 -6.72 -37.87 338.1 2.58 338.1 -5.87 -5.87 45.23 -45.23 1.79 -15.98 1.96 -6.21 6.21 28.08 0.80 -0.80 -3.21 28.08 5.04 -5.04 0.80 -0.80 2.68 9.01 1.23 -2.68 3.45 -9.01 88.68 -7.54 88.68 4.24 -4.24 6.49 -6.49 4.24 -4.24 4.09 7 2.82 -4.09 7.54 -13.52 13.52 870.11 155.70 10.95 -10.95 8.81 -7.54 12.73 -12.73 870.11 155.70 10.95 -10.95 -4.52 -8.81 7.97 3.87 -6.73 6.73 7.54 -18.27 18.27 -7.97 18.27 -18.27 1125.1 222.72 21.15 -21.15 1125.1 222.72 21.15 -21.15 -6.01 3.98 -9.37 9.37 -6.66 0.55 -1.39 6.65 -18.27 18.27 -2.77 33.75 -33.75 1.81 -12.03 12.03 1380.09 289.74 36.65 -36.65 1380.09 289.74 36.65 -36.65 2 注：左支座右风控制,右支座左风控制。右风产生的内力与左风相反。

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