The Structural Engineer > Archive > Volume 51 (1973) > Issues > Issue 4 > Lateral Buckling of Beams with Mixed End Conditions
Name of File 3413-51-04.pdf cached at 11/12/2017 02:00:43 - with 7 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\5e\5e5dbe4e-02e2-450c-8d3c-34100f9b3848.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\5e5dbe4e-02e2-450c-8d3c-34100f9b3848_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 5e5dbe4e-02e2-450c-8d3c-34100f9b3848_1.png

Members/subscribers must be logged in to view this article

Lateral Buckling of Beams with Mixed End Conditions

The lateral buckling of a beam having different support conditions at each end when loaded by either equal or unequal moments is dealt with in this paper. New theoretical solutions are presented which deal with any combination of the loading and end support conditions. For all these solutions simple expressions, suitable for use in a design office, have been derived which provide good estimates of the critical loads. Erratum in vol 51, no 4, April 1973, pp138-139 D.A. Nethercot and K.C. Rockey

Author(s): Nethercot, D A;Rockey, K C

Keywords: lateral buckling;slender beams