受弯构件正截面抗弯计算用表.xls

受弯构件正截面抗弯计算用表 ξξα0α0γ0γ0ξξα0α0γ0γ0 0.010.0100.9950.330.2760.835 0.020.0200.9900.340.2820.830 0.030.0300.9850.350.2890.825 0.040.0390.9800.360.2950.820 0.050.0490.9750.370.3020.815 0.060.0580.9700.380.3080.810 0.070.0680.9650.390.3140.805 0.080.0770.9600.400.3200.800 0.090.0860.9550.410.3260.795 0.100.0950.9500.420.3320.790 0.110.1040.9450.430.3380.785 0.120.1130.9400.440.3430.780 0.130.1220.9350.450.3490.775 0.140.1300.9300.460.3540.770 0.150.1390.9250.470.3600.765 0.160.1470.9200.480.3650.760 0.170.1560.9150.490.3700.755 0.180.1640.9100.500.3750.750 0.190.1720.9050.510.3800.745 0.200.1800.9000.520.3850.740 0.210.1880.8950.530.3900.735 0.220.1960.8900.540.3940.730 0.230.2040.885.5440.3960.728 0.240.2110.8800.550.3990.725 0.250.2190.875.5560.4010.722 0.260.2260.8700.560.4030.720 0.270.2340.8650.570.4080.715 0.280.2410.8600.580.4120.710 0.290.2480.8550.590.4160.705 0.300.2550.8500.600.4200.700 0.310.2620.8450.610.4240.695 0.320.2690.840.6140.4260.693 α0ξ*1-0.5*ξγ01-0.5*ξ α0～γ0（单筋截面及T型截面、任意强度等级）