钢结构工业厂房设计(图纸+说明+计算书+内力图) 第2页

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)
--------------------------------------------------------------------------------------------
                         杆端 1                                           杆端 2  
         ----------------------------------------    ------------------------------------------ 
单元码       轴力          剪力          弯矩            轴力          剪力          弯矩
--------------------------------------------------------------------------------------------
    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
--------------------------------------------------------------------------------------------
反力计算约束反力值  ( 乘子 = 1)
--------------------------------------------------------------------------------------------
                         结点约束反力                                             合力  
 支 座   ----------------------------------------    ------------------------------------------ 
 结 点       水平          竖直          力矩            大小          角度          力矩
--------------------------------------------------------------------------------------------
    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)
--------------------------------------------------------------------------------------------
                         杆端 1                                           杆端 2  
         ----------------------------------------    ------------------------------------------ 
单元码       轴力          剪力          弯矩            轴力          剪力          弯矩
--------------------------------------------------------------------------------------------
    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
--------------------------------------------------------------------------------------------
反力计算约束反力值  ( 乘子 = 1)
--------------------------------------------------------------------------------------------
                         结点约束反力                                             合力  
 支 座   ----------------------------------------    ------------------------------------------ 
 结 点       水平          竖直          力矩            大小          角度          力矩
--------------------------------------------------------------------------------------------
    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
--------------------------------------------------------------------------------------------
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)
--------------------------------------------------------------------------------------------
                         杆端 1                                           杆端 2  
         ----------------------------------------    ------------------------------------------ 
单元码       轴力          剪力          弯矩            轴力          剪力          弯矩
--------------------------------------------------------------------------------------------
    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)
--------------------------------------------------------------------------------------------
                         结点约束反力                                             合力  
 支 座   ----------------------------------------    ------------------------------------------ 
 结 点       水平          竖直          力矩            大小          角度          力矩
--------------------------------------------------------------------------------------------
    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

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