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

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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
The Initial Compressive Force Of A Steel Column Can Be Determined By Euler S Buckling Formula The Column Has The Follow 1 (106.98 KiB) Viewed 17 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 Fv345 MPa x = 164 x 106 mm E = 200 GPa ly= 23 x 106 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 What is the minimum length of column that will not exceed the proportional limit? Select the correct response 8125.76 mm 15498.65 mm 4062.88 mm 11608/23 mm
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