Question: Select the lightest available W sections ( F y = 5 0 ksi ) for the beams and girders shown below. The floor slab is

Select the lightest available W sections (Fy=50ksi ) for the beams and girders shown below. The floor slab is 6-in reinforced concrete (weight =145lbft3) and supports a 125 psf uniform live load. You may neglect the member self-weight. Assume that continuous lateral bracing of the compression flange is provided. The maximum permissible Total Load deflection is L240. Consider moment, shear, and deflection
Select the lightest available W sections ( F y =

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