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A/60 For the H-beam section, determine the flange width b which will make the moments of inertia about the central x- and y-axes equal. (Hint: The solution of a cubic equation is required here. Refer to Art. C/4 or C/11 of Appendix C for solving a cubic equation.) 10 mm 10 mm - 10 mm - 100 mm Problem A/60

A/60 For the H-beam section, determine the flange width b which will make the moments of inertia about the central x- and y-axes equal. (Hint: The solution of a cubic equation is required here. Refer to Art. C/4 or C/11 of Appendix C for solving a cubic equation.) 10 mm 10 mm - 10 mm - 100 mm Problem A/60

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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A/60 For the H-beam section, determine the flange width b which will make the moments of inertia about the central x- and y-axes equal. (Hint: The solution of a cubic equation is required here. Refer to Art. C/4 or C/11 of Appendix C for solving a cubic equation.) 10 mm 10 mm 10 mm - 100 mm - Problem A/60
Transcribed Image Text:A/60 For the H-beam section, determine the flange width b which will make the moments of inertia about the central x- and y-axes equal. (Hint: The solution of a cubic equation is required here. Refer to Art. C/4 or C/11 of Appendix C for solving a cubic equation.) 10 mm 10 mm 10 mm - 100 mm - Problem A/60
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