6 7 8 the limiting diameter thickness ratio "D/t" of hollow circular section in compresion for non compact section is_ a. 0.070*E/Fy c. 0.31*E/Fy d. NOTA b. 0.11*E/Fy the limiting depth thickness ratio "h/tw" for flexure of hollow structural sections in webs for compact section is a. 0.38 (E/Fy)0.50 b. 1.0*(E/Fy)0.50 d. NOTA c. 2.42*(E/Fy)0.50 the limiting depth thickness ratio "h/tw" for flexure of hollow structural section in webs for non compact section is, a. 1.0*(E/Fy)0.50 d. NOTA b. 2.42*(E/Fy)0.50 c. 5.70*(E/Fy)0.50

6 7 8 the limiting diameter thickness ratio "D/t" of hollow circular section in compresion for non compact section is_ a. 0.070E/Fy c. 0.31E/Fy d. NOTA b. 0.11E/Fy the limiting depth thickness ratio "h/tw" for flexure of hollow structural sections in webs for compact section is a. 0.38 (E/Fy)0.50 b. 1.0(E/Fy)0.50 d. NOTA c. 2.42(E/Fy)0.50 the limiting depth thickness ratio "h/tw" for flexure of hollow structural section in webs for non compact section is, a. 1.0(E/Fy)0.50 d. NOTA b. 2.42(E/Fy)0.50 c. 5.70(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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