土木工程毕设计算书- 框架柱内力组合计算程序

左地震
-47.19 12.53 -10.36 12.53 14.82 -65.62 -12.55 -28.12 -12.55 24.04 -73.34 35.80 -29.96 35.80 26.49 -100.96 -38.61 -67.31 -38.61 36.00 -91.21 70.93 -49.11 70.93 36.00 -137.14 -81.61 -91.43 -81.61 58.61 -94.43 112.57 -74.19 112.57 43.24 -151.07 -132.64 -123.60 -132.64 70.43 -92.22 160.25 -95.98 160.25 48.26 -150.28 -189.62 -150.28 -189.62 77.07
端 N 589.35
V -29.14 上 M -54.93 端 N 701.16 B5B4 下 M -56.42 端 N 743.28
V 28.55 上 M 58.34 端 N 852.34 A4A3 下 M 58.34 端 N 894.46
V -29.92 上 M -56.42 端 N 1149.24 B4B3 下 M -56.42 端 N 1191.36
V 28.93 上 M 58.34 端 N 1157.69 A3A2 下 M 57.38 端 N 1199.81
V -29.67 上 M -56.42 端 N 1597.31 B3B2 下 M -55.77 端 N 1639.43
V 28.77 上 M 59.67 端 N 1462.92 A2A1 下 M 73.25 端 N 1505.04
附表-2 框架柱内力组合
右风
11.48 -3.05 2.52 -3.05 -3.59 16.00 14.07 6.86 14.07 -5.86 21.76 -9.75 8.89 -9.75 -7.86 29.95 10.44 19.97 10.44 -12.80 29.13 -20.74 15.68 -20.74 -11.49 43.80 23.82 29.20 23.82 -18.72 32.43 -34.68 25.48 -34.68 -14.85 51.87 40.86 42.44 40.86 -24.18 34.26 -51.88 35.66 -51.88 -17.93 56.94 61.64 56.94 61.64 -29.20
左风
-11.48 3.05 -2.52 3.05 3.59 -16.00 -14.07 -6.86 -14.07 5.86 -21.76 9.75 -8.89 9.75 7.86 -29.95 -10.44 -19.97 -10.44 12.80 -29.13 20.74 -15.68 20.74 11.49 -43.80 -23.82 -29.20 -23.82 18.72 -32.43 34.68 -25.48 34.68 14.85 -51.87 -40.86 -42.44 -40.86 24.18 -34.26 51.88 -35.66 51.88 17.93 -56.94 -61.64 -56.94 -61.64 29.20
右地震
47.19 -12.53 10.36 -12.53 -14.82 65.62 12.55 28.12 12.55 -24.04 73.34 -35.80 29.96 -35.80 -26.49 100.96 38.61 67.31 38.61 -36.00 91.21 -70.93 49.11 -70.93 -36.00 137.14 81.61 91.43 81.61 -58.61 94.43 -112.57 74.19 -112.57 -43.24 151.07 132.64 123.60 132.64 -70.43 92.22 -160.25 95.98 -160.25 -48.26 150.28 189.62 150.28 189.62 -77.07
1.2恒+1.4活
103.98 308.55 88.53 358.95 -49.36 -97.46 323.35 -83.73 373.89 46.46 83.58 762.07 85.65 812.62 -43.40 -82.42 953.26 -82.91 1003.81 42.39 85.65 1215.59 85.65 1266.13 -43.93 -82.91 1583.18 -82.91 1633.72 42.51 85.65 1669.40 84.23 1719.94 -43.56 -82.91 2213.09 -81.96 2263.63 42.28 87.59 2123.06 107.54 2173.60 -50.04 -84.51 2755.09 -100.66 2805.64 47.48
杆件 号
截 面Βιβλιοθήκη Baidu
内力
恒荷载
上 M 79.43
端 N 242.12 A6A5 下 M 62.55
端 N 284.12
V -36.41 上 M -73.84 端 N 253.09 B6B5 下 M -58.95 端 N 295.21
V 34.05 上 M 55.31
端 N 547.23 A5A4 下 M 58.34
V -34.08 上 M -57.51 端 N 1972.13 B2B1 下 M -68.51 端 N 2014.25
V 32.31
活荷载
6.19 12.86 9.62 12.86 -4.05 -6.32 14.03 -9.28 14.03 4.00 12.29 75.28 11.17 75.28 -6.02 -11.79 79.90 -10.86 79.90 5.81 11.17 137.70 11.17 137.70 -5.73 -10.86 145.78 -10.86 145.78 5.57 11.17 200.12 10.98 200.12 -5.68 -10.86 211.65 -10.74 211.65 5.54 11.42 262.54 14.03 262.54 -6.53 -11.07 277.53 -13.18 277.53 6.22