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1、 0 0 0 00.010.0100.9950.330.2760.8350.020.0200.9900.340.2820.8300.030.0300.9850.350.2890.8250.040.0390.9800.360.2950.8200.050.0490.9750.370.3020.8150.060.0580.9700.380.3080.8100.070.0680.9650.390.3140.8050.080.0770.9600.400.3200.8000.090.0860.9550.410.3260.7950.100.0950.9500.420.3320.7900.110.1040.9
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4、.693声明：1。本程序为广西建设职业技术学院覃智斌编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！email：OICQ：595519509 0=*(1-0.5*)0=1-0.5*受弯构件正截面抗弯计算用表 0 0（单筋截面及T型截面、任意强度等级）序根据新规范编制，如有什么疑问请联系我，以便立刻修正！2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！email：OICQ：595519509