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An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with F, = 46 A 18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi. (a) Calculate b/t and classify this element (nonslender element or slender element). (b) Calculate KL/r (c) Calculate Fer.

An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with F, = 46 A 18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi. (a) Calculate b/t and classify this element (nonslender element or slender element). (b) Calculate KL/r (c) Calculate Fer.

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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An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with Fy = 46 ksi is used for an 18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi. (a) Calculate b/t and classify this element (nonslender element or slender element). (b) Calculate KL/r (c) Calculate Fer.
Transcribed Image Text:An HSS 16 x 16 x 1/2 (A = 28.3 in?, twall = 0.465 in, r, = ry 6.31 in) with Fy = 46 ksi is used for an 18 ft long column with simple end supports (K = 1.0). E = 29,000 ksi. (a) Calculate b/t and classify this element (nonslender element or slender element). (b) Calculate KL/r (c) Calculate Fer.
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