The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the following properties A = 9484 mm2 Fy = 345 MPa =164 x 10° mm y= 23 x 10 mm4 The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0 70 The y-axis has unbraced length of 5 m due to the bracing at the mic E= 200 GPa Proportional limit, f = 290 MPa Determine the critical slenderness ratio
The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the following properties A = 9484 mm2 Fy = 345 MPa =164 x 10° mm y= 23 x 10 mm4 The x-axis has an unbraced length of 10 m which is pinned at the top and fixed at the bottom with an k = 0 70 The y-axis has unbraced length of 5 m due to the bracing at the mic E= 200 GPa Proportional limit, f = 290 MPa Determine the critical slenderness ratio
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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