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MCS,PHD Argosy University/ Phoniex University/ Nov-2005 - Oct-2011
Professor Phoniex University Oct-2001 - Nov-2016
Design a simply supported one-way reinforced concrete floor slab to span 8 ft and carry a service live load of 300 psf. Use f′ c = 3000 psi and fy = 60,000 psi. Sketch your design.
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