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Determine the available moment strength of a W18x35 A992 composite beam supporting a slab with a total thickness of 5 in. on a 3-in. metal deck perpendicular to the beam. The beam spans 28 ft and is spaced 12 ft from adjacent beams. Use f,c = 5 ksi. Determine (a) design strength by LRFD and (b) allowable strength by ASD.
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