Need help finding an article?

Log-in
Forgotten password?
Register
Current issueArticle seriesArchiveInstructions for authorsSubscribeAdvertiseSearch for jobsContact usShopping basket


The Structural Engineer > Archive > Volume 1 (1923) > Issues > Issue 4 > Notes on Rivetted Joints
Name of File 4195-01-04.pdf cached at 24/02/2019 01:54:43 - with 5 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\bc\bc8cd38d-6652-41a6-a758-9ce3fb1e10c9.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\bc8cd38d-6652-41a6-a758-9ce3fb1e10c9_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: bc8cd38d-6652-41a6-a758-9ce3fb1e10c9_1.png

Members/subscribers must be logged in to view this article

Notes on Rivetted Joints

Rivet Stress.-Equals direct stress, plus stress due to distortion. Use greater factor of safety than for main members. The joint should be free from permanent distortion, should be elastic, and should not be subject to wear.

The Institution of Structural Engineers, 47-58 Bastwick Street, London, EC1V 3PS, United Kingdom
Tel: +44 (0)20 7235 4535
Fax: +44 (0)20 7235 4294

© Copyright The Institution of Structural Engineers