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)?
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Shear in Unreinforced Section
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RE: Shear in Unreinforced Section
Section 22.5.4 is design of rectangular cross sections subject to shear.