Research Article
May 1971
Theoretical Lateral Resistance of Nailed Joints
Publication: Journal of the Structural Division
Volume 97, Issue 5
Abstract
This paper presents results of a theoretical analysis based on behavior of beams on elastic foundations and comparison with test data for deflection and proportional limit stresses of nailed joints under lateral load. A simple theoretical expression is derived which relates single shear load and joint slip for a laterally loaded, smooth round nail in a two-member wood joint. The expression accounts for nails of different sizes and materials, and for wood of different species by incorporating a foundation modulus determined from an elastic bearing constant proportional to the wood density.
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 97 • Issue 5 • May 1971
Pages: 1381 - 1398
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: May 1971
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Thomas Lee Wilkinson
Engr., Forest Prod. Lab., Forest Serv., U.S. Dept. Agr., Madison, WI
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.