Two L4 x 3 x -in. steel angles are welded together to form the column AB. An axial load P of magnitude 16 kips is applied at point D. Using the allowable-stress method, determine the largest allowable length L. Use oy = 36 ksi and E= 29 x 106 psi. (Round the final answer to two decimal places.) in. 16 D 10 3 in. 3 in. 4 in. The largest allowable length L is 184.63 ft.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Two L4 × 3 ×
-in. steel angles are welded together to form the column AB. An axial load P of magnitude 16 kips is applied at point D.
Using the allowable-stress method, determine the largest allowable length L. Use Øy= 36 ksi and E= 29 × 106 psi. (Round the final
answer to two decimal places.)
m100
B
3 in.
D
in.
3 in.
4 in.
The largest allowable length L is 184.63 x ft.
Transcribed Image Text:Two L4 × 3 × -in. steel angles are welded together to form the column AB. An axial load P of magnitude 16 kips is applied at point D. Using the allowable-stress method, determine the largest allowable length L. Use Øy= 36 ksi and E= 29 × 106 psi. (Round the final answer to two decimal places.) m100 B 3 in. D in. 3 in. 4 in. The largest allowable length L is 184.63 x ft.
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