Chapter 2 Design for Shear - Engineering
Table 2b contains values Kvs for determining nominal stirrup capacity Vs = Kvs(Av/s). Table 2c gives values Kvc in kips. Kvc is the shear strength of concrete when required stirrups areused in members made with fc’ = 4000 psi concrete. The nominal strength of a rectangular section is the sum of concrete strength Vc and reinforcement
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Chapter 2 Design for Shear - Engineering
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