Need help finding an article?

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


The Structural Engineer > Archive > Volume 9 (1931) > Issues > Issue 1 > Correspondence Economical Bases for Stanchions
Name of File 1283-09-01.pdf cached at 20/09/2018 23:53:45 - with 3 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\6e\6e889d0e-d5ea-4f04-b605-7e3fa4c4db3d.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\6e889d0e-d5ea-4f04-b605-7e3fa4c4db3d_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 6e889d0e-d5ea-4f04-b605-7e3fa4c4db3d_1.png

Members/subscribers must be logged in to view this article

Correspondence Economical Bases for Stanchions

TO THE EDITOR of the Structural Engineer. ECONOMICAL BASES FOR STANCHIONS. Sit,-The statement by “Controvertist,” in the November issue of The Structural Engineer, that sheds in which the posts are embedded a couple of feet into the ground successfully defy the elements, and the calculations, would appear to indicate that failures of structures of this type are unknown.

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