11-17. Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order moments shown are about the x axis, select the lightest W8 if it consists of Fy = 50 steel. Assume C = 1.0. (Ans. W8 × 35 LRFD and ASD) T 12 ft PD = 60 k PL = 70 k ↑ MDX = 12 ft-k MLX = 15 ft-k -W8 MDx = 12 ft-k MLX = 15 ft-k PD = 60 k PL = 70 k FIGURE P11-17

11-17. Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order moments shown are about the x axis, select the lightest W8 if it consists of Fy = 50 steel. Assume C = 1.0. (Ans. W8 × 35 LRFD and ASD) T 12 ft PD = 60 k PL = 70 k ↑ MDX = 12 ft-k MLX = 15 ft-k -W8 MDx = 12 ft-k MLX = 15 ft-k PD = 60 k PL = 70 k FIGURE P11-17

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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