The Structural Engineer > Archive > Volume 2 (1924) > Issues > Issue 1 > Bending in Reinforced Concrete Columns )and Other Compression Members)
Name of File 4224-02-01.pdf cached at 12/12/2017 14:30:57 - with 3 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\a3\a35000ba-ecb9-42d2-a44a-4c4c50f9ca4f.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\a35000ba-ecb9-42d2-a44a-4c4c50f9ca4f_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: a35000ba-ecb9-42d2-a44a-4c4c50f9ca4f_1.png

Members/subscribers must be logged in to view this article

Bending in Reinforced Concrete Columns )and Other Compression Members)

THE purpose of this article is to show a simple method for designing a reinforced concrete column, arch rib, etc., subject to bending, when the direct compressive load and the bending moment about the axis are known. W.A. Green