Research Article
Dec 1976
Service Load and Fatigue Tests on Truss Bridges
Authors: Hotten A. Elleby, M.ASCE, M. Douglas Reeves, F. Wayne Klaiber, M.ASCE, and Wallace W. Sanders Jr., F.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 12
Abstract
With the construction of the Saylorville Dam and Reservoir on the Des Moines River in Iowa, six highway bridges were scheduled for removal. Two of these were incorporated into a comprehensive test program to study the behavior of old pin-connected high-truss single-lane bridges. The test program consisted of ultimate load tests, service load tests, and a supplementary static and fatigue testing program of selected members. The results reported in this paper cover the service load tests on the two bridges as well as the supplementary tests, both static and fatigue, of eyebar members taken from the two bridges at the time of removal. The field test results of the service loading are compared with theoretical results of the truss analysis.
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 102 • Issue 12 • December 1976
Pages: 2285 - 2300
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Dec 1976
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Hotten A. Elleby, M.ASCE
Assoc. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
M. Douglas Reeves
Grad Research Asst., Iowa State Univ., Ames, Iowa
F. Wayne Klaiber, M.ASCE
Assoc. Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
Wallace W. Sanders Jr., F.ASCE
Prof. of Civ. Engrg., Iowa State Univ., Ames, Iowa
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.