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
Posted: Sun Jul 03, 2022 12:15 pm
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