The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the followi

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The initial compressive force of a steel column can be determined by Euler's buckling formula The column has the followi

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The Initial Compressive Force Of A Steel Column Can Be Determined By Euler S Buckling Formula The Column Has The Followi 1
The Initial Compressive Force Of A Steel Column Can Be Determined By Euler S Buckling Formula The Column Has The Followi 1 (88 KiB) Viewed 12 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 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
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