配筋面积估算和截面应力

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1、配筋面积估算及截面应力桥梁博士系统文本结果输出项目名称:C:UsersMr.WDesktop连续刚构建模连续刚构输出单元号:输出节点号:输出附加内容单元号:1-136输出阶段号:输出组合类型:********************************************************************************指定单元截面配筋输出********************************************************************************承载能

2、力极限状态:单位m**2单元号左上缘左下缘右上缘右下缘12.63e-016000.00129200.0012900.00256300.0025600.00732400.0073200.0116500.011600.0154600.015400.0172700.017200.0187800.018700.0214900.021400.02321000.023200.02461100.024600.02521200.025200.02531300.025300.02481400.024800.02381500.023800.02231600.02

3、2300.02041700.020400.01811800.018100.01551900.015500.01272000.012700.009742100.0097400.006612200.0066100.003412300.003410.001430.000179240.001430.0001790.004950250.0049500.008580260.0085800.01230270.012300.01610280.016100.01990290.019900.02380300.023800.02770310.027700.0316

4、0320.031600.03550330.035500.03940340.039400.04330350.043300.04710360.047100.05330370.053300.05990380.065600.05730390.057300.04960400.049600.04630410.046300.04280420.042800.03920430.039200.03550440.035500.03180450.031800.02790460.027900.02390470.023900.01980480.019800.015704

5、90.015700.01140500.011400.007070510.0070700.002690520.00269000530000540000550000560000570000580000590000.001076000.0010700.005946100.0059400.009236200.0092300.01236300.012300.01496400.014900.0176500.01700.01876600.018700.01986700.019800.02016800.020100.02026900.020200.02017

6、000.020100.01987100.019800.01877200.018700.0177300.01700.01497400.014900.01237500.012300.009267600.0092600.00597700.005900.001087800.001080079000080000081000082000083000084000085000.00270860.002700.007070870.0070700.01140880.011400.01570890.015700.01980900.019800.02390910.0

7、23900.02790920.027900.03180930.031800.03550940.035500.03920950.039200.04280960.042800.04630970.046300.04970980.049700.05740990.057400.065601000.059900.053301010.053300.047101020.047100.043301030.043300.039401040.039400.035501050.035500.031601060.031600.027701070.027700.0238

8、01080.023800.019901090.019900.016101100.016100.012301110.012300.0085801120.0085800