1.

The nominal shear strength according to simple post-critical method is given by

A. A<sub>v</sub>
B. A<sub>v</sub>τ<sub>b</sub>
C. τ<sub>b</sub>
D. A<sub>v</sub> /τ<sub>b</sub>
Answer» C. ‚âà√¨‚àö√´<sub>b</sub>


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