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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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