The Structural Engineer > Archive > Volume 24 (1946) > Issues > Issue 11 > 2-Pin Ridged Roof Frame Design by Graphic Statics
Name of File 1933-24-11.pdf cached at 14/12/2017 08:29:27 - with 19 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\b4\b4dcf620-b7d4-4856-90bb-fd2cd68d2d99.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\b4dcf620-b7d4-4856-90bb-fd2cd68d2d99_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: b4dcf620-b7d4-4856-90bb-fd2cd68d2d99_1.png

Members/subscribers must be logged in to view this article

2-Pin Ridged Roof Frame Design by Graphic Statics

In the design of Rigid Jointed Frames of which 2-Pin Ridged Roof Frames form an important part, there are two methods that are in common use by the designer. The methods referred to are: (1) The Tabular Strain Energy method. (2) The method of Distributing Fixed End Moments, by Prof. Hardy Cross Hugh Fraser