楼板配筋表格(

混凝土强度等级:混凝土轴心抗拉强度ft=钢筋强度等级:板最小配筋率ρmin:按每米板宽计算最小钢筋量:板厚钢筋面积(mm2)板厚钢筋面积(mm2)混凝土保护层厚度:板钢筋代号配筋直径101088108888101012141616间距140280140280150150130120100200150180200180160250490.63190372.8815mm面积561.0280.5359.0179.5523.6335.1386.7418.9502.7392.7523.6628.3769.71117.01256.6h=10014.57.39.44.713.68.810.111.013.210.213.616.119.527.931.4h=11016.48.210.65.315.39.911.412.414.811.515.318.121.931.535.4配筋板钢筋代号E30E20E18E16E15直径10108810间距140280140280150h=10017.18.611.15.516.0h=11019.29.612.56.218.0h=12018.29.111.75.917.011.012.713.716.412.717.020.224.435.139.5h=14021.810.914.17.020.413.115.216.419.715.320.424.229.442.347.6280549.50200392.50120235.50210412.13130255.13220431.75140274.75230451.38150294.38240471.00160314.00250490.63170333.63280549.50180353.25300588.75C351.573600.196%0.19625

N/mm2HRB400三级钢筋360HRB400三级钢筋弯 矩(KN·m/m)h=16025.412.716.48.223.815.317.719.123.017.823.828.334.449.655.8h=18029.114.518.79.427.117.520.221.926.220.427.132.439.456.863.9h=20032.716.421.110.530.519.722.724.629.522.930.536.444.464.172.1h=22036.418.223.411.733.921.825.227.332.725.433.940.549.471.380.2h=25041.820.926.913.439.025.128.931.437.629.339.046.656.982.292.4h=30050.925.432.716.347.530.535.238.145.835.647.556.869.3100.2112.8E30E20E18E16E15E14E13E12E10T20T15W20W15F18S16使用说明:钢筋等级与填充颜1、

色相对应。

为避免触犯强条，2、

特编此表。

配合PMCAD输出的板3、

弯矩值，对板进行请按实际工程要求，选择不同的参数

（红色字体部分）。

支座负筋弯矩表（负弯矩调幅幅度为15%）h=12021.410.713.86.920.0h=14025.712.816.68.324.0h=16029.915.019.39.627.9h=18034.217.122.011.031.9h=22042.821.427.513.839.9板厚度 h=最小含筋量:输入PMCAD弯矩值：输入钢筋代号：钢筋直径：钢筋间距：实配钢筋：

120#N/A12.3M

mmmm2KN.mmmmmmm2

E14E13E12E10T20T15W20W15F18S16888810101214161615013012010020015018020018016010.311.912.915.512.016.018.922.932.836.911.613.414.517.413.518.021.325.837.041.712.914.916.119.415.020.023.728.841.346.515.517.819.323.218.024.028.534.649.856.018.020.822.527.021.027.933.340.558.365.620.623.725.730.824.031.938.146.466.875.225.729.632.138.529.939.947.758.183.994.4