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Unformatted text preview: n = 18 ft and is subjected to an intensity of external uniform service live load w L = 1800 lb/ft and a service dead load w D = 2200 lb/ft not including self-weight. Design the section for flexure and shear (according to the ACI code), including the size and spacing of the stirrups. Assume that I. The beam width b w = 15 in. II. The beam is not subjected to torsion, and III. All spans are equal. Given: c f = 5000 psi, normal weight concrete y f = 60,000 psi...
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- Spring '08