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ACI 318 - States that a minimum area of shear reinforcement shall be provided in all reinforced concrete flexural members (prestressed and nonprestressed) where factored shear force Vu exceeds 1/2 x Phi x Vc;

(a) Slabs and footings;

Do I interpret this to mean that in slabs and footings minimum shear reinf. is not required unless Vu>Phi x Vc?

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