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Compute the available strength of the compression member shown in the figure.

Compute the available strength of the compression member shown in the figure.

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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Example: Compute the available strength of the compression member shown in the figure. Two angles, 5 x 3 x 1/2, are oriented with the long legs back-to-back (2L5 × 3 ×12 LLBB) and separated by 38 inch. The effective length KL is 16 feet, and there are three fully tightened intermediate connectors. A36 steel is used. For each component For 5 x 3 ×1/2 A=3.75 in? 1 = 9.43 in* I, = 2.55 in* a a a a =1.58 = 0.824 r. = 0.642 16' x = 0.746 j =1.74ortgen Biçimli Ekran Alır For A36 steel F = 36 ksi E = 29000ksi Compute the flexural buckling strenath for the X-axis:
Transcribed Image Text:Example: Compute the available strength of the compression member shown in the figure. Two angles, 5 x 3 x 1/2, are oriented with the long legs back-to-back (2L5 × 3 ×12 LLBB) and separated by 38 inch. The effective length KL is 16 feet, and there are three fully tightened intermediate connectors. A36 steel is used. For each component For 5 x 3 ×1/2 A=3.75 in? 1 = 9.43 in* I, = 2.55 in* a a a a =1.58 = 0.824 r. = 0.642 16' x = 0.746 j =1.74ortgen Biçimli Ekran Alır For A36 steel F = 36 ksi E = 29000ksi Compute the flexural buckling strenath for the X-axis:
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