Chapter 2 Design for Shear - Engineering
show stress ranges for which design requirements change. No shear reinforcement (stirrups) are required if Vn/(bwd) is less than 1.0√fc’. The capacity Vc of concrete in sections reinforced for shear is 2.0bwd√fc’. The strength of stirrups can be added to the concrete strength Vc to determine the total strength of a section.
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