Design a beam for a 24-ft simple span to support the working uniform loads of wD 1.25 k/ft (includes beam self-weight) and w 3.0 k/ft. The maximum per- missible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear, and deflection. The beam is to be braced laterally at its ends and midspan only. Determine Cb. (Ans. W24 × 62 LRFD and ASD)