The Structural Engineer > Archive > Volume 40 (1962) > Issues > Issue 6 > Deflexion of Plane Frames at the Point of Collapse. Written Discussion on the Paper by Professor B.
Name of File 2827-40-06.pdf cached at 18/12/2017 01:23:24 - with 4 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\82\826add4d-ac65-4d9a-9253-75e3a28ff5fb.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\826add4d-ac65-4d9a-9253-75e3a28ff5fb_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 826add4d-ac65-4d9a-9253-75e3a28ff5fb_1.png

Members/subscribers must be logged in to view this article

Deflexion of Plane Frames at the Point of Collapse. Written Discussion on the Paper by Professor B. G. Neal, Ph.D., M.I.C.E.

Mr. M.Z. COHN The background of Professor Neal's paper is to outline a very interesting property of redundant structures, which consists in conserving constant deflexions at the point of collapse, above a definite critical value of joint (or support) flexibility.