Research Article
Dec 1980
Proposed Specifications for Steel Box Girder Bridges
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 12
Abstract
Proposed design specifications for steel box girder highway bridges are based on ultimate design approch. For design of unstiffened compression flanges a new strength curve is proposed considering the effects of residual stresses and geometric imperfections. Stiffened bottom compression flanges are designed by an interaction diagram giving the strength as a function of the column slenderness of the longitudinal stiffeners and the plate slenderness of the flange plate. Strength of webs is obtained as a sum of elastic buckling strength and a lower limit of tension field strength. Also given are design rules for other box girder members, fabrication tolerances and erection provisions. Attention is called to desirability of adjustment of load factors to be used with the new design rules.
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 106 • Issue 12 • December 1980
Pages: 2463 - 2474
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Dec 1980
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Roman Wolchuk, F.ASCE
Partner; Wolchuk, Mayrbaul and Lally, Consulting Engrs., Inc New York, N.Y.
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.