The Structural Engineer > Archive > Volume 33 (1955) > Issues > Issue 8 > The Critical Load of Portal Frames when Sidesway is Permitted
Name of File 2278-33-08.pdf cached at 16/12/2017 11:10:19 - with 10 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\ff\fff97d1c-7ebc-448d-bb10-9663ad79ae27.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\fff97d1c-7ebc-448d-bb10-9663ad79ae27_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: fff97d1c-7ebc-448d-bb10-9663ad79ae27_1.png

Members/subscribers must be logged in to view this article

The Critical Load of Portal Frames when Sidesway is Permitted

THE importance of being ablc to calculate the critical load of a strut has long been recognized, and a considerable part of any modern design code is devoted to this end. However, progressive structural engineers are dissatisficd with a design process in which it is necessary to consider the stability of a stanchion as though it were isolated from the frame. When this is done no exact allowance can be made for the stiffening effect of adjacent members or of the redistribution of moments which takes place as the axialoads in mcmbers are incrcased. It seems likely that a rational design method can be developed using the critical load of the complete frame as one parameter. This paper demonstrates a method of obtaining the critical load of building frames in which sway can take place and includes approximations which are believed to be accurate and quick enough for use in such a design. Arthur Bolton Arthur Bolton

Author(s): Bolton, Arthur

Keywords: portal frames;sway;analysis