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钢结构工业厂房设计(图纸+说明+计算书+内力图) 第3页

更新时间:2010-3-21:  来源:毕业论文
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)
--------------------------------------------------------------------------------------------
                         杆端 1                                           杆端 2  
         ----------------------------------------    ------------------------------------------ 
单元码       轴力          剪力          弯矩            轴力          剪力          弯矩
--------------------------------------------------------------------------------------------
    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)
--------------------------------------------------------------------------------------------
                         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    -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
--------------------------------------------------------------------------------------------
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)
--------------------------------------------------------------------------------------------
                         杆端 1                                           杆端 2  
         ----------------------------------------    ------------------------------------------ 
单元码       轴力          剪力          弯矩            轴力          剪力          弯矩
--------------------------------------------------------------------------------------------
    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
--------------------------------------------------------------------------------------------
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    -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
--------------------------------------------------------------------------------------------
第辣种情况:永久荷载+风载荷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    -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
--------------------------------------------------------------------------------------------
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    -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

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