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 (18.12 KiB) Viewed 16 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 164 x 100 mm = 23 x 10 mm 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 Select the correct response 6606.59 KN 3706 14 KN 1816 01 KN. 926.53 KN E 200 GPa