hw6 - that are 16 in x 24 in. At the edges of the slab, the...

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Texas A&M University Zachry Department of Civil Engineering CVEN 444 Structural Concrete Design Fall 2010 Date Assigned: Tuesday, October 5, 2010 Date Due: Tuesday, October 12, 2010 Assignment No. 6 (100 pts.) – One-Way Slab Design Design a four-span one-way slab to carry a live-load of 100 psf, a superimposed dead load of 50 psf and it’s own dead weight. The slab has four equal spans of 18 ft and is supported on beams
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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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