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An unbraced steel column of rectangular cross section 1.5 in. × 2 in. and pinned at each end is subjected to an axial force. Assume that Fy= 36,000 lb./in2 and E = 29.6 × 106 lb/in2. Find the transition point between short- and long-column behavior. direction of buckling d-1.5" + +b=2" Y

An unbraced steel column of rectangular cross section 1.5 in. × 2 in. and pinned at each end is subjected to an axial force. Assume that Fy= 36,000 lb./in2 and E = 29.6 × 106 lb/in2. Find the transition point between short- and long-column behavior. direction of buckling d-1.5" + +b=2" Y

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 unbraced steel column of rectangular cross section 1.5 in. × 2 in. and pinned at each end is subjected to an axial force. Assume that Fy= 36,000 lb./in2 and E = 29.6 × 106 lb/in2. Find the transition point between short- and long-column behavior. direction of buckling d-1.5" + +b=2" Y
Transcribed Image Text:An unbraced steel column of rectangular cross section 1.5 in. × 2 in. and pinned at each end is subjected to an axial force. Assume that Fy= 36,000 lb./in2 and E = 29.6 × 106 lb/in2. Find the transition point between short- and long-column behavior. direction of buckling d-1.5" + +b=2" Y
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