The initial compressive A = 9484 mm² = 164 x 105 mm² ly= 23 x 105 mm4 Proportional limit, f = 290 MPa The x-axis has an

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The Initial Compressive A 9484 Mm 164 X 105 Mm Ly 23 X 105 Mm4 Proportional Limit F 290 Mpa The X Axis Has An 1 (41.46 KiB) Viewed 14 times

The initial compressive A = 9484 mm² = 164 x 105 mm² ly= 23 x 105 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. force of a steel column can be determined by Euler's buckling formula. The column has the following properties: Fy = 345 MPa E = 200 GPa Select the correct response: 6606.59 KN 3706.14 KN 1816.01 kN