Verify the adequacy of a W14x145 beam-column subject to the loading shown. Use A572 Gr. 50 steel. Check all appropriate limit states. The member is laterally supported and braced as shown. Neglect the weight of the member. All loads, forces, and end moments are factored. W, = 4.0 k/ft P, = 350 kips 350 kips X-X 115 k-ft 85 k-ft 350 kips 350 kips Y-Y L/2 = 12 ft L/2 = 12 ft

Verify the adequacy of a W14x145 beam-column subject to the loading shown. Use A572 Gr. 50 steel. Check all appropriate limit states. The member is laterally supported and braced as shown. Neglect the weight of the member. All loads, forces, and end moments are factored. W, = 4.0 k/ft P, = 350 kips 350 kips X-X 115 k-ft 85 k-ft 350 kips 350 kips Y-Y L/2 = 12 ft L/2 = 12 ft

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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