The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the followi
Posted: Sun Jul 03, 2022 12:25 pm
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 106 mm4 ly = 23 x 106 mm4 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 factor of safety for the load shown with respect to buckling in the plane of the figure Select the correct response: 1.24 118 1.41 43731 E = 200 GPa