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  1. MoShal

    Shear Strength Provided by Web Reinforcement, old (LFD) AASHTO vs LRFD AASHTO

    In old AASHTO (LFD) the maximum steel contribution in shear is limited to Vs_max = 8 sqrt_f'c b d. In LRFD AASHTO, there are 2 equations for the shear capacity, the lesser one will govern. So I tried to compare between them and I got about 2.47 times difference. My current design using the LFD...

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