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Select the lightest W section of 50 ksi steel

(3.0points) A 30-ft simple span that supports two (2) service concentrated dead load of 5 kips
and live load of 20 kips each at third points is laterally unbraced except at its ends and the
center line.
If the maximum permissible center line deflection under service dead load + live load is equal to
L/240 and live load is equal to L/360, select the lightest W section of 50 ksi steel, considering
moment, shear, and deflection. Use Cb = 1.0.

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