Question: Q 4 ) Use ( F _ { y } = 5 0 mathrm { ksi } ) and select a W

Q4) Use \( F_{y}=50\mathrm{ksi}\) and select a W -shape for a typical floor beam AB. Assume that the floor slab provides continuous lateral support. The maximum permissible live load deflection is \( L /180\). The service dead loads consist of a 4-inch-thick reinforced-concrete floor slab (normal weight concrete), and 10 psf to account for a suspended ceiling and mechanical equipment. The service live load is 60 psf , and a partition load of 20 psf , Use LRFD
Q 4 ) Use \ ( F _ { y } = 5 0 \ mathrm { ksi } \

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