Research Article
Jan 1972
Stability of Monosymmetric Beams and Cantilevers
Publication: Journal of the Structural Division
Volume 98, Issue 1
Abstract
There is a shortage of information on the elastic flexural-torsional buckling of monosymmetric cantilevers, while some differences of opinion exist on the effects of monosymmetry. The buckling of beams and cantilevers is studied in this paper, and theoretical critical loads are tabulated for a wide range of sections. The loadings considered include central concentrated loads on beams, end concentrated loads on cantilevers, and uniformly distributed loads, and these are applied at various distances above or below the shear center axis. It is shown that while the effects of monosymmetry and of height of the point of application of the load above the shear center on the critical loads of simply supported beams are additive, the reverse is true for cantilevers. The differences of opinion as to the effects of monosymmetry are resolved by an experimental investigation, the results of which support the most common expression for the monosymemtry section property.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 98 • Issue 1 • January 1972
Pages: 269 - 286
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jan 1972
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
John M. Anderson
Engr., N.S.W. Public Works Dept.; formerly Research Student, Dept. of Civ. Engrg., Univ. of Sydney, New South Wales, Australia
Nicholas S. Trahair, AM.ASCE
Assoc. Prof. in Civ. Engrg., Univ. of Sydney, New South Wales, Australia
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.