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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
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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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
Transcribed Image Text: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
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