高强钢筋砼剪扭构件的受剪及受扭载力 ,和普通钢筋砼剪扭构件一样 ,理论上应该是 :V =Vc+Vs T =Tc+Ts式中 :Vc——高强砼剪扭构件砼承担的受剪承载力 ;Tc——高强砼剪扭构件砼承担的受扭承载力。对于普通砼和高强砼剪扭构件砼的受剪及受扭承载力 Vc及 Tc的计算理论 ,由于问题的 The shear and torsion carrying forces of high-strength reinforced concrete shear-torsion members are the same as those of ordinary reinforced concrete shear-torsion members: Theoretically, V = Vc + Vs T = Tc + Ts Where: Vc - High-strength concrete shear-torsion members The shear bearing capacity that 砼 bears; Tc—the torsion bearing capacity of the high-strength 砼 shear-twist member. For the calculation of the shear and torsion bearing capacity Vc and Tc of ordinary concrete and high-strength concrete shear-torsion members, due to the problem