The initial compressive force of a steel column can be determined by Euler's buckling formula. The column has the follow

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The initial compressive force of a steel column can be determined by Euler's buckling formula. The column has the follow

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The Initial Compressive Force Of A Steel Column Can Be Determined By Euler S Buckling Formula The Column Has The Follow 1
The Initial Compressive Force Of A Steel Column Can Be Determined By Euler S Buckling Formula The Column Has The Follow 1 (99.9 KiB) Viewed 17 times
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 x = 164 x 10 mm ly= 23 x 10 mm Proportional limit, fs = 290 MPa 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 mid-height. Determine the critical slenderness ratio. Select the correct response. 142 14 101.53 E = 200 GPa 71:07 53.232
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