Two L4 3 3 3 3 8-in. steel angles are welded together to
Chapter 10, Problem 10.97(choose chapter or problem)
Two \(\mathrm{L} 4 \times 3 \times \frac{3}{8} \text {-in }\). steel angles are welded together to form the column AB. An axial load P of magnitude 14 kips is applied at point D. Using the allowable-stress method, determine the largest allowable length L. Assume \(\sigma_{Y}=36 \mathrm{ksi} \text { and } E=29 \times 10^{6} \mathrm{psi}\).
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