梁正截面承载力配筋计算楼层构件截面M0.75Mb（bf）hoαsεAs实际配筋梁HJH右-220.88-165.66300.00665.000.090.09870.194Φ251964.00梁HJ跨中159.54159.542400.00665.000.010.01803.954Φ201256.005梁HJJ左-261.69-196.27300.00665.000.100.111040.764Φ251964.00梁JKJ右-69.05-51.79300.00365.000.090.10496.594Φ181017.00梁JK跨中1.981.981000.00365.000.000.0018.094Φ16804.00梁HJH右-341.99-256.49300.00665.000.140.151386.784 Φ251964.00梁HJ跨中81.8381.832400.00665.000.010.01411.294Φ16804.004梁HJJ左-340.87-255.65300.00665.000.130.151381.854 Φ251964.00梁JKJ右-103.48-77.61300.00365.000.140.15764.804 Φ181017.00梁JK跨中5.525.521000.00365.000.000.0050.484Φ16804.00梁HJH右-452.83-339.62300.00640.000.190.221983.885 Φ252454.00梁HJ跨中88.5088.502400.00665.000.010.01444.912 Φ20+2Φ221388.003梁HJJ左-436.11-327.08300.00640.000.190.211900.975Φ 252454.00梁JKJ右-140.99-105.74300.00365.000.190.211076.724Φ251964.00梁JK跨中4.764.761000.00365.000.000.0043.524Φ201256.00梁HJH右-535.63-401.72300.00640.000.230.262409.466Φ 252945.00梁HJ跨中88.4788.472400.00665.000.010.01444.764Φ20+2Φ222016.002梁HJJ左-511.56-383.67300.00640.000.220.252283.046 Φ252945.00梁JKJ右-169.03-126.77300.00365.000.220.251326.204 Φ251964.00梁JK跨中4.804.801000.00365.000.000.0043.892 Φ20+2Φ221388.00梁HJH右-578.60-433.95300.00640.000.250.292641.306Φ 252945.00梁HJ跨中95.6495.642400.00665.000.010.01480.924Φ20+2Φ222016.001梁HJJ左-550.49-412.87300.00640.000.230.272488.766 Φ252945.00梁JKJ右-185.36-139.02300.00365.000.240.281479.194 Φ251964.00梁JK跨中3.853.851000.00365.000.00200.002035.202 Φ20+2Φ221388.00裂缝验算ρteσskdψωmax0.02145.7925.000.620.150.01219.5520.000.600.250.02172.7325.000.700.190.02160.3718.000.620.140.017.7616.00-11.470.0020.02225.7325.000.790.290.01175.9216.000.130.080.02224.9925.000.790.290.02240.3218.000.780.260.0121.6216.00-3.410.010.02239.2125.000.870.290.01110.2121.000.200.040.02230.3825.000.860.280.03169.5525.000.860.170.0211.9320.00-4.130.0030.03235.7725.000.900.270.0275.8520.700.200.020.03225.1825.000.890.250.03203.2725.000.900.210.0210.8921.00-4.090.0030.03254.6925.000.920.290.0282.0020.700.270.030.03242.3225.000.910.270.03222.9125.000.920.230.028.7321.00-5.370.002注 小于0.2的取0.2