Research Article
Jun 1966
A440 Steel Joints Connected by A490 Bolts
Publication: Journal of the Structural Division
Volume 92, Issue 3
Abstract
The results of tests conducted to determine the behavior of joints fabricated of A440 steel plate and fastened with 7/8-in. diameter ASTM A490 bolts are covered in this report. The experimental results of four compact joints, conducted to determine the bolt shear strength and the effect of variation in An/As ratio, and four long joints are presented. The variables covered in this investigation include pitch, joint length, and changes in the An/As ratio. Theoretical studios were carried out and the conclusions reached concerning the experimental variables are included. The present (1966) specification for all A490 bearing-type bolted short joints, awl the slip coefficient used for the design of friction-type joints are examined in relation to the test results.
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 92 • Issue 3 • June 1966
Pages: 101 - 118
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Jun 1966
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Gordon H. Sterling, AM.ASCE
Proj. Engr., Shell Oil Corp., Houston, Tex.; formerly, Research Asst., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
John W. Fisher, M.ASCE
Research Asst. Prof. of Civ. Engrg., Fritz Engrg. Lab., 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.
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.