土木工程毕业设计内力分析表

《土木工程毕业设计内力分析表》由会员上传分享，免费在线阅读，更多相关内容在教育资源-天天文库。

1、华中科技大学毕业设计论文附表1调整前梁内力层次控制截面不利内力恒载活载左风载右风载左震右震不考虑地震的组合SGKSQKSWK（左）SWK（右）SEK（左）SEK（右）1.2恒+1.4活1.35恒+1.4*0.7活1.2恒+1.4风（不利）1.0恒+1.4风（有利）1.2恒+0.9（1.4活+1.4风）（不利）1.0恒+0.9（1.4活+1.4风）（有利）左风右风左风右风左风右风左风右风七层BM-91.61-18.975.17-5.1739.18-39.18-136.49-142.26-102.69-117.17-84.37-98.85-127.32-140.35-109.00-122.0

2、3V154.6333.18-1.021.02-7.747.74232.01241.27184.13186.98153.20156.06226.08228.65195.15197.72CM-222.19-43.26-2.862.86-21.9721.97-327.19-342.35-270.63-262.62-226.19-218.19-324.74-317.53-280.30-273.09V228.0743.621.02-1.027.74-7.74334.75350.64275.11272.26229.50226.64329.93327.36284.32281.75跨间MBC300.53

3、64.76-1.161.16-8.618.61451.30469.18359.01362.26298.91302.15440.77443.70380.67383.59三层BM-153.19-30.6814.06-14.0688.32-88.32-226.78-236.87-164.14-203.51-133.51-172.87-204.77-240.20-174.13-209.56V183.2235.31-2.862.86-18.1018.10269.30281.95215.86223.87179.22187.22260.75267.96224.11231.31CM-191.34-44.

4、93-8.568.56-54.6654.66-292.51-302.34-241.59-217.62-203.32-179.36-297.01-275.43-258.74-237.17V254.9844.192.86-2.8618.10-18.10367.84387.53309.98301.97258.98250.98365.26358.05314.26307.06跨间MBC327.5660.21-2.752.75-16.8316.83477.37501.21389.22396.92323.71331.41465.47472.40399.96406.89一层BM-76.55-48.213

5、3.11-33.11169.45-169.45-159.35-150.59-45.51-138.21-30.20-122.90-110.89-194.32-95.58-179.01V89.0460.39-6.866.86-35.1635.16191.39179.3997.24116.4579.4498.64174.30191.58156.49173.78CM-125.70-76.31-21.1321.13-108.32108.32-257.67-244.48-180.42-121.26-155.28-96.12-273.61-220.37-248.47-195.23V111.0474.0

6、16.86-6.8635.16-35.16236.86222.43142.85123.64120.64101.44235.14217.86212.94195.65跨间MBC151.22105.51-5.995.99-30.5730.57329.18307.55173.08189.85142.83159.61306.86321.95276.62291.71华中科技大学毕业设计论文续附表1调整前梁内力层次控制截面不利内力恒载活载左风载右风载左震右震考虑地震的组合不利内力SGKSQKSWK（左）SWK（右）SEK（左）SEK（右）1.2重力载+1.3地震1.0重力载+1.3地震最大正M及相应V

7、最大负M及相应V左震右震左震右震七层BM-91.61-18.975.17-5.1739.18-39.18-70.38-172.25-50.16-152.03　-172.25V154.6333.18-1.021.02-7.747.74195.40215.53161.16181.28　215.53CM-222.19-43.26-2.862.86-21.9721.97-321.15-264.02-272.38-215.26　-342.35