Designing Concrete Structures
is 1.0 for normal weight concrete (Sec 8.6.1) using a unit length approach, so b0 = 12 in/ft assume d = 9.5 inches based on #8 bar and 2 inches of cover (conservative for smaller bars) Note: this equation now matches Eq. 11-3 in Section 11.2.1.1, which is the basic shear equation for non-prestressed members. Sec 14.2.2 Sec 14.2.3
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