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 (226.67 KiB) Viewed 22 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 x = 164 x 106 mm4 ly = 23 x 106 mm4 Proportional limit, f = 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. Compute the initial compressive load of the column. 6606.59 kN Select the correct response: 3706.14 kN Fy 1816.01 kN = 345 MPa E = 200 GPa 926.53 KN