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12 13 14 the limiting width thickness ratio "bf/2tf" for flexure in flange of Tee sections for non compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA the limiting width thickness ratio "bf/2tf" for flexure in flanges of doubly & singly symmetric I-shape built up section for compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/FY)0.50 d. NOTA the limiting width thickness ratio "b/t" for flexure in legs of single angles sections for compact section is a. 0.54*(E/Fy)0.50 d. NOTA b. 1.0*(E/Fy)0.50 c. 2.42*(E/FY)0.50

12 13 14 the limiting width thickness ratio "bf/2tf" for flexure in flange of Tee sections for non compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA the limiting width thickness ratio "bf/2tf" for flexure in flanges of doubly & singly symmetric I-shape built up section for compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/FY)0.50 d. NOTA the limiting width thickness ratio "b/t" for flexure in legs of single angles sections for compact section is a. 0.54*(E/Fy)0.50 d. NOTA b. 1.0*(E/Fy)0.50 c. 2.42*(E/FY)0.50

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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12 13 14 the limiting width thickness ratio "bf/2tf" for flexure in flange of Tee sections for non compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA the limiting width thickness ratio "bf/2tf" for flexure in flanges of doubly & singly symmetric I-shape built up sections for compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 the limiting width thickness ratio "b/t" for flexure in legs of single angles a. 0.54 (E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA sections for compact section is d. NOTA
Transcribed Image Text:12 13 14 the limiting width thickness ratio "bf/2tf" for flexure in flange of Tee sections for non compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA the limiting width thickness ratio "bf/2tf" for flexure in flanges of doubly & singly symmetric I-shape built up sections for compact section is a. 0.38*(E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 the limiting width thickness ratio "b/t" for flexure in legs of single angles a. 0.54 (E/Fy)0.50 b. 1.0*(E/Fy)0.50 c. 2.42*(E/Fy)0.50 d. NOTA sections for compact section is d. NOTA
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