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Given: A beam spans 38 feet and has the factored moment diagram shown to the right (beam weight included). Bracing at the ends only. Cb = 1.0. Fy = 50 ksi Required: (a) Select the lightest W-shape (b) Verify the exact moment capacity using the appropriate flexure equation Ans: W30x173; Mn = 1276 kip-ft

Given: A beam spans 38 feet and has the factored moment diagram shown to the right (beam weight included). Bracing at the ends only. Cb = 1.0. Fy = 50 ksi Required: (a) Select the lightest W-shape (b) Verify the exact moment capacity using the appropriate flexure equation Ans: W30x173; Mn = 1276 kip-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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3. Given: A beam spans 38 feet and has the factored moment diagram shown to the right (beam weight included). Bracing at the ends only. Co = 1.0. Fy = 50 ksi Required: (a) Select the lightest W-shape (b) Verify the exact moment capacity using the appropriate flexure equation Ans: W30x173; Mn = 1276 kip-ft Mu (kip ft) 1000 10 ft 16 ft 1200 12 ft
Transcribed Image Text:3. Given: A beam spans 38 feet and has the factored moment diagram shown to the right (beam weight included). Bracing at the ends only. Co = 1.0. Fy = 50 ksi Required: (a) Select the lightest W-shape (b) Verify the exact moment capacity using the appropriate flexure equation Ans: W30x173; Mn = 1276 kip-ft Mu (kip ft) 1000 10 ft 16 ft 1200 12 ft
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