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Shear in Unreinforced Section

Shear in Unreinforced Section

Shear in Unreinforced Section

(OP)
Does anybody know how to calculate the shear capacity of a plain rectangular concrete section (i.e. no tension or shear reinforcement)?

Cheers

RE: Shear in Unreinforced Section

See ACI 318-05 Chapter 22. Structural Plain Concrete.

Section 22.5.4 is design of rectangular cross sections subject to shear.

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