第五施工阶段应力验算

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1、华东交通大学土木建筑学院设计（论文）纸第页表7.4-3第五施工阶段组合应力验算(单位：Mpa)单元号节点号应力上缘最大正应力上缘最小正应力下缘最大正应力下缘最小正应力最大主压应力最大主拉应力11应力3.063.065.165.165.16-0.171容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.02应力2.822.825.495.495.49-0.178容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是22应力2.822.825.495.495.49-3.

2、66e-04容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.03应力2.82.85.535.535.53-1.18e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是33应力2.82.85.535.535.53-1.06e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.04应力2.72.75.655.655.65-3.38e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是44应力2.

3、72.75.655.655.65-3.38e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.05应力2.762.766.626.626.62-8.67e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是55应力2.762.766.626.626.62-8.67e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.06应力2.812.817.897.897.89-1.09e-02容许值22.7-3.0522.7-3

4、.050.00.0是否满足是是是是是是66应力2.812.817.897.897.89-1.09e-02容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.07应力2.992.999.429.429.42-5.89e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是华东交通大学土木建筑学院设计（论文）纸第页77应力2.992.999.429.429.42-5.89e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.08应

5、力3.343.3411.111.111.1-4.42e-04容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是88应力3.343.3411.111.111.1-4.42e-04容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.09应力3.323.3211.111.111.1-1.68e-04容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是99应力3.323.3211.111.111.1-1.68e-04容许值22.7-3.0522.7

6、-3.050.00.0是否满足是是是是1.01.010应力3.323.3211.211.211.2-1.69e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是1010应力3.323.3211.211.211.2-1.69e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.011应力3.343.3411.311.311.3-4.59e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是1111应力3.343.3411.3

7、11.311.3-4.59e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.012应力3.413.4111.211.211.2-8.77e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是1212应力3.413.4111.211.211.2-8.77e-03容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.013应力3.53.511.211.211.2-1.27e-02容许值22.7-3.0522.7-3.050.0

8、0.0是否满足是是是是是是13应力3.53.511.211.211.2-1.27e-02华东交通大学土木建筑学院设计（论文）纸第页1313容许值22.7-3.0522.7-3.050.00.0是否满足是是是是1.01.014应力3.613.6111.111.111.1-1.12e-02容许值22.7-3.0522.7-3.050.00.0是否满足是是是是是是1414应力3