Research Article
Jun 1971
Lateral Stability of Nonuniform Cantilevers
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VIEW THE REPLYAuthors: Campbell Massey and Peter J. McGuireAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 3
Abstract
The lateral stability of nonuniform cantilever beams is examined for loads applied through the centroid and either concentrated at the free end or uniformly distributed over the full length. Solutions are obtained by a numerical iterative method and a digital computer. The cases considered are uniformly tapering cantilevers of rectangular cross section, cantilevers of rectangular cross section with an abrupt change in sectional dimensions at some specific position along the length, and I-section cantilevers with an abrupt change in cross section. The predicted results are confirmed experimentally.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 3 • June 1971
Pages: 673 - 686
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jun 1971
Published online: Feb 3, 2021
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Authors
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Campbell Massey
Reader in Civ. Engrg., The Univ. of Western Australia, Nedlands, Western Australia
Peter J. McGuire
Engr., D. H. Fraser, Consulting Engr., Perth, Western Australia
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