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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 σy= 36 ksi and E = 29 × 106 psi. (Round the final answer to two decimal places.) 3 in. D The largest allowable length Lis in. 3 in. 4 in. ft.

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 σy= 36 ksi and E = 29 × 106 psi. (Round the final answer to two decimal places.) 3 in. D The largest allowable length Lis in. 3 in. 4 in. ft.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 × 106 psi. (Round the final answer to two decimal places.) in. 1 4 in. 3 in. 3 in. The largest allowable length Lis ft.
Transcribed Image Text: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 × 106 psi. (Round the final answer to two decimal places.) in. 1 4 in. 3 in. 3 in. The largest allowable length Lis ft.
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