Research Article
Jan 1962
Basic Column Strength
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 2
Abstract
A summary is presented of a theoretical and experimental investigation of the strength of centrally loaded columns as influenced by residual stresses and variations in the yield-stress level. It is shown that the basic strength of structural steel columns containing residual stresses may be expressed in terms of the tangent modulus. Approximations suitable for design use are suggested. Information on both the yield stress level and the magnitude and distribution of residual stress in structural members is presented.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Transactions of the American Society of Civil Engineers
Volume 127 • Issue 2 • January 1962
Pages: 138 - 172
Copyright
© 1962 American Society of Civil Engineers.
History
Published in print: Jan 1962
Published online: Feb 10, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Lynn S. Beedle, F.ASCE
Dir., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
Lambert Tall, AM.ASCE
Research Asst. Prof., Lehigh Univ., Bethlehem, Pa.
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.
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.