The Structural Engineer > Archive > Volume 5 (1927) > Issues > Issue 11 > The Essentials of Reinforced Concrete Design. Part X. - Columns- Effect of Slenderness and Eccentric
Name of File 4552-05-11.pdf cached at 17/12/2017 09:42:01 - with 5 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\81\81016945-a249-414d-9a49-b3f4976ac6f9.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\81016945-a249-414d-9a49-b3f4976ac6f9_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 81016945-a249-414d-9a49-b3f4976ac6f9_1.png

Members/subscribers must be logged in to view this article

The Essentials of Reinforced Concrete Design. Part X. - Columns- Effect of Slenderness and Eccentric Loading

The effect of slenderness. In our consideration of reinforced concrete columns we have so far not taken into account the effect of slenderness or buckling tendency upon the determination of the safe stress which a given column can carry. Ewart S. Andrews

Author(s): Andrews, Ewart S