TECHNICAL PAPERS
Jun 1, 1988
Approximate Location of Inflection Points
Publication: Journal of Structural Engineering
Volume 114, Issue 6
Abstract
Approximate analysis is a basic tool of the structural engineer. This paper presents procedures which are quick, easy, and quite accurate in approximating the location of inflection points. This is the most critical step in any approximate analysis. The method presented in this paper is very useful in producing preliminary designs, checking computer results, and getting a feel for the structural behavior. The one simple formula presented herein produces far greater accuracy than existing methods. Existing methods rely on various rule‐of‐thumb techniques which are, at best, satisfactory for limited ranges of geometries. Several examples which demonstrate the use of the derived equation are presented.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
DeWolf, J. T. (1981). “Preliminary members sizes: rigid frames.” J. Struct. Div., ASCE, 107(5), 987–992.
2.
Norris, C. H., Wilbur, J. H., and Utku, S. (1976). Elementary structural analysis. 3rd ed., McGraw‐Hill Book Co., Inc., New York, N.Y., 207–212.
3.
Sutherland, H., and Bowman, H. L. (1950). Structural theory. 4th ed., John Wiley & Sons, Inc., New York, N.Y., 295–301.
4.
White, R. N., Gergely, P., and Sexsmith, R. G. (1976). Struct. Engrg. John Wiley & Sons, Inc., New York, N.Y., 251–278.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Jun 1, 1988
Published in print: Jun 1988
Permissions
Request permissions for this article.
Authors
Affiliations
Howard I. Epstein, Fellow, ASCE
Assoc. Prof. Dept. of Civ. Engrg., Univ. of Connecticut, Storrs, CT 06268
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.