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1、受弯构件正截面抗弯计算用表000000000.010.0100.9950.330.2760.8350.020.0200.9900.340.2820.8300.030.0300.9850.350.2890.8250.040.0390.9800.360.2950.8200.050.0490.9750.370.3020.8150.060.0580.9700.380.3080.8100.070.0680.9650.390.3140.8050.080.0770.9600.400.3200.8000.090.0860.9550.410.3260.7950.100.0950.9500.420.3320.79
2、00.110.1040.9450.430.3380.7850.120.1130.9400.440.3430.7800.130.1220.9350.450.3490.7750.140.1300.9300.460.3540.7700.150.1390.9250.470.3600.7650.160.1470.9200.480.3650.7600.170.1560.9150.490.3700.7550.180.1640.9100.500.3750.7500.190.1720.9050.510.3800.7450.200.1800.9000.520.3850.7400.210.1880.8950.530
3、.3900.7350.220.1960.8900.540.3940.7300.230.2040.885.5440.3960.7280.240.2110.8800.550.3990.7250.250.2190.875.5560.4010.7220.260.2260.8700.560.4030.7200.270.2340.8650.570.4080.7150.280.2410.8600.580.4120.7100.290.2480.8550.590.4160.7050.300.2550.8500.600.4200.7000.310.2620.8450.610.4240.6950.320.2690.840.6140.4260.6930=*(1-0.5*)0=1-0.5*00（单筋截面及T型截面、任意强度等级）