Strength of Round Columns

by Y. Fujita,
Driscoll, Jr.,



1962


Serial Information: Journal of the Structural Division, 1962, Vol. 88, Issue 2, Pg. 43-60


Document Type: Journal Paper

Closure: (See full record)

Abstract:

Results of experimental investigation on strength of axially and eccentrically loaded solid round columns of 2-3/4 in. diam are presented; tests were performed primarily on stress-relieved T-1 constructional alloy steel bars; comparison with theory based on tangent modulus concept for axially loaded columns, and with inelastic-strength theory for eccentrically loaded columns, shows that ultimate strength of solid round columns may be predicted adequately by theory.



Subject Headings: Axial loads | Structural strength | Load tests | Solid mechanics | Bars (structure) | Steel columns | Ultimate loads

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