Unformatted text preview: that are 16 in x 24 in. At the edges of the slab, the moments can be assumed to be 0. Use f’ c = 4000 psi, f y = 60,000 psi, and the ACI Moment Coefficients for determining Mu at the critical sections. Design for flexure in the spanning direction at the critical sections and for shrinkage in the orthogonal direction....
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This note was uploaded on 01/27/2011 for the course CVEN 444 taught by Professor Staff during the Fall '08 term at Texas A&M.
- Fall '08