The Structural Engineer > Archive > Volume 31 (1953) > Issues > Issue 1 > Correspondence Continuous Rigid Portal Frames
Name of File 2167-31-01.pdf cached at 11/12/2017 17:20:28 - with 1 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\6a\6a72b3b7-0d2f-4ffb-b027-0254de7a2240.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\6a72b3b7-0d2f-4ffb-b027-0254de7a2240_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 6a72b3b7-0d2f-4ffb-b027-0254de7a2240_1.png

Members/subscribers must be logged in to view this article

Correspondence Continuous Rigid Portal Frames

Sir,-Mr. Bolton has recently pointed out in your columns that in an article dealing with the solution of continuous ridged portal frames, no example with a north light type of roof or with unsymmetrical load on the rafters was given, and goes on to say that the calculations of fixed-end constraints and of the effect of unit operations for such conditions makes a solution much more difficult.