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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- Fall '08
- Civil Engineering, Harshad number, Civil Engineering Structural Concrete Design, four-span one-way slab, One-Way Slab Design