The Structural Engineer > Archive > Volume 12 (1934) > Issues > Issue 7 > Columns With Eccentric Load: L.C.C. Code of Practice
Name of File 1461-12-07.pdf cached at 20/05/2019 05:49:13 - with 5 pages. pdfPath: E:\\CMS\webtest\files\f8\f814bce7-c91d-4f88-a8c5-f67fc74a340e.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\f814bce7-c91d-4f88-a8c5-f67fc74a340e_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: f814bce7-c91d-4f88-a8c5-f67fc74a340e_1.png

Members/subscribers must be logged in to view this article

Columns With Eccentric Load: L.C.C. Code of Practice

THE most readily understood method of dealing with eccentric load (or, which is much the same thing, with bending moment) is that of the Equivalent Axial Load. By this method one takes the total actual load on the column and adds to it an amount to correspond with the bending moment. The sum is called the “total equivalent axial load,” and the column is designed upon it, without further reference to the bending moment. A.B. Dailey

Author(s): Dailey, A B

Keywords: columns;eccentric loads;steel;lcc building regulations 1909;worked examples;tables;wind loads