剪力墙边缘构件体积配配箍率计算

bwbflwlf200200500600n1n2n3n42243约束满足构造满足约束满足构造满足bwbflwlf200200500800n1n2n3n422268150截面尺寸ρv(%)箍筋肢数0.982砼保护层厚度3砼保护层厚度as20边缘构件形III体积配箍率箍筋直径箍筋间距As0s边缘构件形式Ⅱ体积配箍率截面尺寸ρv(%)bwlw0.70n1220200400箍筋肢数箍筋直径箍筋间距As0s8150n2边缘构件形式Ⅰ体积配箍率截面尺寸ρv(%)箍筋肢数0.769砼保护层厚度as约束#REF!构造#REF!箍筋直径箍筋间距As0s81000.982as20