Solve Prob. 10.55, assuming that e 5 16 mm and P 5 155 kN.
Chapter 10, Problem 10.56(choose chapter or problem)
Solve Prob. 10.55, assuming that e = 16 mm and P = 155 kN.
Axial loads of magnitude P = 175 kN are applied parallel to the geometric axis of a W250 X 44.8 rolled-steel column AB and intersect the x axis at a distance e = 12 mm from its geometric axis. Knowing that \(\sigma_{Y}=250 \mathrm{MPa}\) and E = 200 GPa, determine the factor of safety with respect to yield. (Hint: Since the factor of safety must be applied to the load P, not to the stresses, use Fig. 10.24 to determine \(P_{Y}\).)
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