板最小配筋率计算

编号板厚alfa/s砼级fyft最小配筋单位mmmmmm2B1100HPB235钢C25210.001.27272.14B2120HPB235钢C25210.001.27326.57B3130HPB235钢C25210.001.27353.79B4140HPB235钢C25210.001.27381.00B5150HPB235钢C25210.001.27408.21输入数据计算结果计算公式ytffMaxAs/45,2.0(C25C25C25C25C25HPB235钢HPB235钢HPB235钢HPB235钢HPB235钢编号板厚alfa/s砼级fyft最小配筋单位mmmmmm2B1100HPB235钢C30210.001.43306.43B2120HPB235钢C30210.001.43367.71B3130HPB235钢C30210.001.43398.36B4140HPB235钢C30210.001.43429.00B5150HPB235钢C30210.001.43459.64输入数据计算结果计算公式ytffMaxAs/45,2.0(C30C30C30C30C30HPB235钢HPB235钢HPB235钢HPB235钢HPB235钢编号板厚alfa/s砼级fyft最小配筋单位mmmmmm2B1400HRB400钢C35360.001.57800.00B2250HRB400钢C35360.001.57500.00B3130HPB235钢C35210.001.57437.36B4140HPB235钢C35210.001.57471.00B5150HRB335钢C35300.001.57353.25输入数据计算结果计算公式ytffMaxAs/45,2.0(C35C35C35C35C35HRB400钢HRB400钢HPB235钢HPB235钢HRB335钢