钢结构工业厂房设计(图纸+说明+计算书+内力图) 第2页
各种荷载组合下内力值
第一种情况：永久荷载+0.85（风荷载+吊车荷载+活荷载）
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 -629.948120 37.5433983 -303.630728 -590.902520 7.44574831 -88.3576620
2 -177.702000 7.43970656 46.1716485 -169.110000 -22.9962934 0.00000000
3 0.00000000 412.968750 -137.587890 0.00000000 412.968750 -0.02734375
4 -27.7055664 169.110000 0.00000000 -27.7055664 -169.110000 0.00000000
5 -6.14819336 169.110000 0.00000000 -6.14819336 -169.110000 0.00000000
6 -169.110000 7.86159446 0.00000000 -177.702000 28.6851144 78.8762614
7 -590.840025 28.6877606 -55.6005429 -629.885625 39.6205286 271.254620
8 0.00000000 -413.140625 137.568359 0.00000000 -413.140625 0.00390625
9 -1222.88580 52.2274922 -659.235144 -1173.69600 52.2274922 -159.418043
10 -347.436000 52.2274922 -159.418043 -338.220000 21.5574922 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 -37.5433983 629.948120 303.630728 631.065876 93.4106568 303.630728
2 -52.2274922 1222.88580 659.235144 1224.00056 92.4455247 659.235144
3 -39.6205286 629.885625 271.254620 631.130484 93.5992284 271.254620
第二种情况：永久荷栽+0.85（活荷载+风荷载）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 -233.633037 35.2610070 -184.512336 -194.587437 5.16335703 8.91824603
2 -177.702000 5.16056584 11.4596839 -169.110000 -9.93543416 0.00000000
3 0.00000000 16.9140625 -5.62597656 0.00000000 16.9140625 -0.00585938
4 -14.6444091 169.110000 0.00000000 -14.6444091 -169.110000 0.00000000
5 1.55053711 169.110000 0.00000000 1.55053711 -169.110000 0.00000000
6 -169.110000 0.16300548 0.00000000 -177.702000 5.64652548 13.9428742
7 -194.564473 5.64779375 11.4219102 -233.610073 16.5805617 117.784591
8 0.00000000 -16.8593750 5.61132813 0.00000000 -16.8593750 -0.00195313
9 -430.345800 16.1951152 -232.723805 -381.156000 16.1951152 -77.7365529
10 -347.436000 16.1951152 -77.7365529 -338.220000 16.1951152 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 -35.2610070 233.633037 184.512336 236.278934 98.5825767 184.512336
2 -16.1951152 430.345800 232.723805 430.650425 92.1551832 232.723805
3 -16.5805617 233.610073 117.784591 234.197740 94.0597813 117.784591
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三种情况：永久荷栽+0.85（吊车荷载+风荷载）
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 -565.684363 37.5435262 -303.630568 -526.638763 7.44587624 -88.3562775
2 -113.442000 7.43983450 46.1710343 -104.850000 -22.9961655 0.00000000
3 0.00000000 413.187500 -137.578125 0.00000000 413.187500 -0.03125000
4 -27.7053222 104.850000 0.00000000 -27.7053222 -104.850000 0.00000000
5 -6.14794922 104.850000 0.00000000 -6.14794922 -104.850000 0.00000000
6 -104.850000 7.86155267 0.00000000 -113.442000 28.6850726 78.8760608
7 -526.579012 28.6877188 -55.6005841 -565.624612 39.6204868 271.254179
8 0.00000000 -413.140625 137.572265 0.00000000 -413.140625 -0.00390625
9 -1094.36580 52.2274061 -659.233906 -1045.17600 52.2274061 -159.417629
10 -218.916000 52.2274061 -159.417629 -209.700000 21.5574061 0.00000000
--------------------------------------------------------------------------------------------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 -37.5435262 565.684363 303.630568 566.928844 93.7970566 303.630568
2 -52.2274061 1094.36580 659.233906 1095.61133 92.7323050 659.233906
3 -39.6204868 565.624612 271.254179 567.010568 94.0068708 271.254179