HIGHLIGHTS
SUMMARY
The shear behavior of reinforced concrete beams is very difficult to predict because various influencing factors such as the member shape, the concrete compressive strength, the strength and details of the shear reinforcement, the tensile reinforcement ratio, and the shear reinforcement ratio have a complex effect. In the shear design of EC2, the three types of design shear strength Vd are: the shear strength of members that do not require shear reinforcement (Vcd ), the shear strength of members requiring shear reinforcement (Vsd ), and the maximum design shear strength based on the crushing of the . . .
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