Need help finding an article?

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


The Structural Engineer > Archive > Volume 17 (1939) > Issues > Issue 1 > The Hingeless Parabolic Arch III. Effect of Rib-Shortening
Name of File 2501-17-01.pdf cached at 21/05/2018 08:23:26 - with 2 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\81\815f0c8e-e00e-4941-91c9-b00372b67007.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\815f0c8e-e00e-4941-91c9-b00372b67007_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 815f0c8e-e00e-4941-91c9-b00372b67007_1.png

Members/subscribers must be logged in to view this article

The Hingeless Parabolic Arch III. Effect of Rib-Shortening

In at least three recent text-books, one on the design of arches, one on theory of elasticity, and one on theory of structures, the effect of rib-shortening is dismissed as being of little importance, whereas other authorities recommend that it should be taken into account in all designs. R.J. Cornish

Author(s): Cornish, R J

Keywords: arches

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