The A-36-steel column is fixed at its base. Its top is constrained to rotate about the
Chapter 13, Problem 13-53(choose chapter or problem)
The \(\mathrm{W} 200 \times 22\) A-36-steel column is fixed at its base. Its top is constrained to rotate about the y–y axis and free to move along the y–y axis. Also, the column is braced along the x–x axis at its mid-height. Determine the allowable eccentric force P that can be applied without causing the column either to buckle or yield. Use F.S. = 2 against buckling and F.S. = 1.5 against yielding.
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