Research Article
Feb 1963
Riveted and Bolted Joints: Truss-Type Tensile Connections
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Structural Division
Volume 89, Issue 1
Abstract
Tests were performed to provide information on the general behavior to ultimate strength of large truss-type riveted and bolted steel connections, composed of plates and rolled shapes. The variables of the test program included specimen configuration, method of hole preparation, and type and size of fasteners. The comparative behavior of the specimen is presented together with typical data. A comparison of predicted and actual efficiencies is made and recommendations are given for the design of truss-type members. Consideration is also given to the effective net width of gusset plates.
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 89 • Issue 1 • February 1963
Pages: 67 - 106
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Feb 1963
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Eugene Chesson Jr.
Assoc. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
William H. Munse, M.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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.