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dc.contributor.authorRao, G Venkateswara-
dc.contributor.authorSingh, Gajbir-
dc.date.accessioned2013-11-29T09:12:26Z-
dc.date.available2013-11-29T09:12:26Z-
dc.date.issued2001-06-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/24349-
dc.description123-128en_US
dc.description.abstractThe stability of a uniform cantilever column subjected to Euler and Beck loads is investigated for its practical significance and reported here. A classical solution to the system of equations of motion and constraints pertaining to the problem is presented in detail. The transcendental equation, so obtained, is solved using MAPLE-V software and interaction curves between Euler load and Beck load are plotted. The physical significance of these interaction curves is also discussed.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJEMS Vol.08(3) [June 2001]en_US
dc.titleRevisit to the stability of a uniform cantilever column subjected to Euler and Beck loads—Effect of realistic follower forcesen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.08(3) [June 2001]

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