柱号层次VVN/kN/kN/kN/kN/kN/mm/%加密区非加密区4218.09163.571778.2>V396.122062.805653.16-1.600.014ф8@1000.974ф8@1500.640.83328.04262.431778.2>V2055.212062.805652.63-2.470.014ф8@1000.974ф8@1500.640.82340.68272.541778.2>V2614.32062.805652.63-2.690.014ф8@1000.974ф8@1500.640.81540.85432.681778.2>V3150.062420.935653.16-2.700.014ф8@1000.974ф8@1500.640.84110.6088.481778.2>V568.42062.805653.16-10.990.014ф8@1000.974ф8@1500.640.83277.53222.021778.2>V2968.272062.805652.63-13.940.014ф8@1000.974ф8@1500.640.82291.54233.231778.2>V3770.162062.805652.63-14.320.014ф8@1000.974ф8@1500.640.81480.05384.041778.2>V4579.782420.935653.16-15.570.014ф8@1000.974ф8@1500.640.8485.0568.041778.2>V259.452062.805653.16-10.850.014ф8@1000.974ф8@1500.640.83265.60212.481778.2>V1372.692062.805652.63-13.180.014ф8@1000.974ф8@1500.640.82286.31229.051778.2>V1742.412062.805652.63-13.350.014ф8@1000.974ф8@1500.640.81473.40378.721778.2>V2455.082420.935653.16-14.640.014ф8@1000.974ф8@1500.640.8表23框架柱抗剪箍筋计算0.2fcβcbh00.3fcAh0λ=Hn/2h0Asv/Sλvfc/fyv实配钢筋（ρv%)最小体积配箍率配箍率ρv，min（%）A柱B柱C柱γREγREγREγREγREγREγREγREγREγREγREγREγREγREγREγREγRE
