written 8.8 years ago by | modified 2.8 years ago by |
Determine the shear resistance of the bent up bars and additional shear reinforcement required if the ultimate shear force is 300kN. Design shear reinforcement. Adopt M20 and Fe415
written 8.8 years ago by | modified 2.8 years ago by |
Determine the shear resistance of the bent up bars and additional shear reinforcement required if the ultimate shear force is 300kN. Design shear reinforcement. Adopt M20 and Fe415
written 8.8 years ago by | • modified 8.8 years ago |
b=230mm
shear stress in concrete (Zuc)
Vuc=Zucbd=0.564×230×450=58.37KN
Hence design & provide shear reinforcement.
VUS=VUD−VUC−Vu bentup
Hence 10 mm ϕ2 strumps at 110 mm c/c