Chapter 2 Design for Shear - Engineering
section values are tabulated for concrete strengths from 3000 psi to 10,000 psi and for #6, #7 and #8 stirrups. It should be noted that ACI 318–05, Section 11.5.2 limits the yield strength of reinforcing bar stirrups to no more than 60,000 psi. ACI 318-05, Section 11.5.6.3 sets lower limits on the amount of shear reinforcement used when such
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Chapter 2 Design for Shear - Engineering
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