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Re: ACI 318 - Defintion of Vp in Eq. 11-12 (Prestressed Concrete Des...

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Note that although the recommendation to ignore Vp is in the section for slabs, it also applies to post-tensioned (i.e. cast-in-place) beams.

For post-tensioned beams,  Vc is always calculated by Eq. 11-9.

Gail S. Kelley