钢结构工业厂房设计(图纸+说明+计算书+内力图) 第3页
第四种情况：永久荷栽+活荷载+吊车荷载内力计算杆端内力值 ( 乘子 = 1)
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杆端 1 杆端 2
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单元码 轴力 剪力 弯矩 轴力 剪力 弯矩
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1 -711.213947 2.48877645 -139.839861 -672.168347 2.48877645 -116.022270
2 -189.042000 2.48494275 41.7890747 -180.450000 -15.5650572 0.00000000
3 0.00000000 483.046875 -160.849609 0.00000000 483.046875 -0.03515625
4 -15.5651855 180.450000 0.00000000 -15.5651855 -180.450000 0.00000000
5 -9.25561523 180.450000 0.00000000 -9.25561523 -180.450000 0.00000000
6 -180.450000 9.25551086 0.00000000 -189.042000 27.3055108 77.3496521
7 -672.112097 27.3071270 -80.4174950 -711.157697 27.3071270 180.911710
8 0.00000000 -483.101562 160.860351 0.00000000 -483.101562 -0.00195313
9 -1385.42580 42.3996720 -501.879447 -1336.23600 42.3996720 -96.1145858
10 -370.116000 42.3996720 -96.1145858 -360.900000 6.30967205 0.00000000
-------------------约束反力值 ( 乘子 = 1)
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结点约束反力 合力
支 座 ---------------------------------------- ------------------------------------------
结 点 水平 竖直 力矩 大小 角度 力矩
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1 -2.48877645 711.213947 139.839861 711.218301 90.2004963 139.839861
2 -42.3996720 1385.42580 501.879447 1386.07444 91.7529370 501.879447
3 -27.3071270 711.157697 180.911710 711.681775 92.1989705 180.911710
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第五钟情况：永久荷载+吊车荷载内力计算杆端内力值 ( 乘子 = 1)
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杆端 1 杆端 2
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单元码 轴力 剪力 弯矩 轴力 剪力 弯矩
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1 -635.609527 2.48892696 -139.839672 -596.563927 2.48892696 -116.020641
2 -113.442000 2.48509328 41.7883522 -104.850000 -15.5649067 0.00000000
3 0.00000000 483.187500 -160.880859 0.00000000 483.187500 -0.00390625
4 -15.5651855 104.850000 0.00000000 -15.5651855 -104.850000 0.00000000
5 -9.25549316 104.850000 0.00000000 -9.25549316 -104.850000 0.00000000
6 -104.850000 9.25546170 0.00000000 -113.442000 27.3054617 77.3494161
7 -596.510904 27.3070778 -80.4175434 -635.556504 27.3070778 180.911191
8 0.00000000 -482.976562 160.852539 0.00000000 -482.976562 0.00585938
9 -1234.22580 42.3995706 -501.877990 -1185.03600 42.3995706 -96.1140993
10 -218.916000 42.3995706 -96.1140993 -209.700000 6.30957069 0.00000000
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反力计算约束反力值 ( 乘子 = 1)
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结点约束反力 合力
支 座 ---------------------------------------- ------------------------------------------
结 点 水平 竖直 力矩 大小 角度 力矩
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1 -2.48892696 635.609527 139.839672 635.614400 90.2243583 139.839672
2 -42.3995706 1234.22580 501.877990 1234.95386 91.9675180 501.877990
3 -27.3070778 635.556504 180.911191 636.142867 92.4602354 180.911191
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第六种情况：永久荷载+风载荷内力计算杆端内力值 ( 乘子 = 1)
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杆端 1 杆端 2
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单元码 轴力 剪力 弯矩 轴力 剪力 弯矩
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1 -169.371538 41.5187771 -217.131064 -130.325938 6.10977713 10.7715676
2 -113.442000 6.10649496 13.3128241 -104.850000 -11.6535050 0.00000000
3 0.00781250 16.8437500 -5.62011719 0.00781250 16.8437500 -0.00976563
4 -17.1934814 104.850000 0.00000000 -17.1934814 -104.850000 0.00000000
5 1.85925293 104.850000 0.00000000 1.85925293 -104.850000 0.00000000
6 -104.850000 0.15666757 0.00000000 -113.442000 6.60786757 16.2348843
7 -130.303299 6.60936058 13.7147840 -169.348899 19.4714405 138.511417
8 0.00000000 -16.8750000 5.60937500 0.00000000 -16.8750000 0.00195313
9 -301.825800 19.0529392 -273.790736 -252.636000 19.0529392 -91.4541083
10 -218.916000 19.0529392 -91.4541083 -209.700000 19.0529392 0.00000000
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反力计算约束反力值 ( 乘子 = 1)
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结点约束反力 合力
支 座 ---------------------------------------- ------------------------------------------
结 点 水平 竖直 力矩 大小 角度 力矩
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1 -41.5187771 169.371538 217.131064 174.386142 103.773560 217.131064
2 -19.0529392 301.825800 273.790736 302.426566 93.6120386 273.790736
3 -19.4714405 169.348899 138.511417 170.464619 96.5589666 138.511417