柱配筋率计算

SIZEA1A2A3BH300400025+025+1014柱配筋率1.28%主筋面积1539.4体积配箍率Y(肢数)X(肢数)箍筋间距箍筋直径D331001020体积配箍率1.56%SIZEA1A2A3BH400400422+1820+014柱配筋率4.48%主筋面积7175.4体积配箍率Y(肢数)X(肢数)箍筋间距箍筋直径D33100825体积配箍率0.86%