Columns under Combined Bending and Thrust

by Theodore V. Galambos,
Robert L. Ketter,

Serial Information: Transactions of the American Society of Civil Engineers, 1961, Vol. 126, Issue 1, Pg. 1-23

Document Type: Journal Paper


Interaction curves relating axial thrust, applied end bending moment, and slenderness ratio, developed for ultimate carrying capacity of pin ended, wide flange beam columns; assumed symmetrical residual stress pattern considered in calculations; interaction curves are fitted into approximate equations; comparison with various column test results.

Subject Headings: Beam columns | Columns | Bending (structural) | Thrust | Curved beams | Moment (mechanics) | Cross sections | Load bearing capacity

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