钢筋混凝土矩形截面受弯构件正截面受承载力计算系数表(共1页).doc

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1、精选优质文档-倾情为你奉上 钢筋混凝土矩形截面和T形截面受弯构件正截面受承载力计算系数表0.010.9950.0100.310.8450.2620.020.9900.0200.320.8400.2690.030.9850.0300.330.8350.2750.040.9800.0390.340.8300.2820.050.9750.0480.350.8250.2890.060.9700.0580.360.8200.2950.070.9650.0670.370.8150.3010.080.9600.0770.380.8100.3090.090.9550.0850.390.8050.3140.10

2、0.9500.0950.400.8000.3200.110.9450.1040.410.7950.3260.120.9400.1130.420.7900.3320.130.9350.1210.430.7850.3370.140.9300.1300.440.7800.3430.150.9250.1390.450.7750.3490.160.9200.1470.460.7700.3540.170.9150.1550.470.7650.3590.180.9100.1640.480.7600.3650.190.9050.1720.4820.7590.3640.200.9000.1800.490.755

3、0.3700.210.8950.1880.500.7500.3750.220.8900.1960.510.7450.3800.230.8850.2030.5180.7410.3840.240.8800.2110.520.7400.3850.250.8750.2190.530.7350.3900.260.8700.2260.540.7300.3940.270.8650.2340.550.7250.4000.280.8600.2410.560.7200.4030.290.8550.2480.570.7150.4080.300.8500.2550.5760.7120.4100.580.7100.4120.590.7050.4160.600.7000.4200.6140.6930.428 注：1.表中 或 2.表中的数值不适用于HRB500级钢筋；的数值不适用于HRB400级钢筋；的数值不适用于HRB335级钢筋。专心-专注-专业