The beam shown has no lateral support other than it is fixed at then end. Use an unbraced length equal to the span length. The concentrated load is the service live load while the uniform load is the service dead load that includes the weight of the beam. If you, as a designer use a W 16 x 31, will the beam be adequate considering a total deflection of 0.25in? 85 k 1 ft 500 lb/ft 10 ft