P B L 3 in. The largest allowable length Lis -18 3 in. 4 in. ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two L4 × 3 × 3/8 -in. steel angles are welded together to form the column AB. An axial load P of magnitude 21 kips is applied at point D. Using the interaction method and an allowable stress in bending of 22 ksi, determine the largest allowable length L. Use σY = 36 ksi and E = 29 × 106 psi.
Transcribed Image Text:P
B
3 in.
The largest allowable length Lis
310
3 in.
4 in.
ft.
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