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1、受弯构件正截面抗弯计算用表000000000.010.010 0.995 0.330.276 0.8350.020.020 0.990 0.340.282 0.8300.030.030 0.985 0.350.289 0.8250.040.039 0.980 0.360.295 0.8200.050.049 0.975 0.370.302 0.8150.060.058 0.970 0.380.308 0.8100.070.068 0.965 0.390.314 0.8050.080.077 0.960 0.400.320 0.8000.090.086 0.955 0.410.326 0.795
2、0.100.095 0.950 0.420.332 0.7900.110.104 0.945 0.430.338 0.7850.120.113 0.940 0.440.343 0.7800.130.122 0.935 0.450.349 0.7750.140.130 0.930 0.460.354 0.7700.150.139 0.925 0.470.360 0.7650.160.147 0.920 0.480.365 0.7600.170.156 0.915 0.490.370 0.7550.180.164 0.910 0.500.375 0.7500.190.172 0.905 0.510
3、.380 0.7450.200.180 0.900 0.520.385 0.7400.210.188 0.895 0.530.390 0.7350.220.196 0.890 0.540.394 0.7300.230.204 0.885.5440.396 0.7280.240.211 0.880 0.550.399 0.7250.250.219 0.875.5560.401 0.7220.260.226 0.870 0.560.403 0.7200.270.234 0.865 0.570.408 0.7150.280.241 0.860 0.580.412 0.7100.290.248 0.855 0.590.416 0.7050.300.255 0.850 0.600.420 0.7000.310.262 0.845 0.610.424 0.6950.320.269 0.840.6140.426 0.6930=*(1-0.5*)0=1-0.5*00(单筋截面及T型截面、任意强度等级)