Beam Columns of Elastic Foundationsby Sridhara D. N. Murthy, Res. Student; Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada,
Archibald N. Sherbourne, Prof. of Civ. Engrg. and Dean; Fac. of Engrg., Univ. of Waterloo; currently CIDA Visiting Prof., Fac. of Engrg., Univ. of the West Indies, St. Augustine, Trinidad, W.I.,
Serial Information: Journal of the Engineering Mechanics Division, 1971, Vol. 97, Issue 3, Pg. 1033-1038
Document Type: Journal Paper
Abstract: A buckling analysis, bearing out the prominent differences in buckling loads of a pin-ended rod embedded in a Winkler and Wieghardt-type foundation, is given by T. E. Smith. Herein it is shown that existing results in the case of beams resting on a Winkler-type foundation and subjected to simultaneous action of axial loads, compressive or tensile and transverse loading, can be utilized after suitable modification to represent the same structure resting on a Wieghardt-type foundation. Modified results in one case are shown.
Subject Headings: Axial loads | Elastic foundations | Transverse loads | Ultimate strength | Buckling | Beam columns | Load bearing capacity | Rods
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