The Structural Engineer > Archive > Volume 10 (1932) > Issues > Issue 8 > Correspondence. Laterally Unsupported Beams
Name of File 1579-10-08.pdf cached at 22/05/2019 18:01:13 - with 2 pages. pdfPath: E:\\CMS\webtest\files\b2\b28f52a2-e161-4e32-aae8-ac5abd88937b.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\b28f52a2-e161-4e32-aae8-ac5abd88937b_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: b28f52a2-e161-4e32-aae8-ac5abd88937b_1.png

Members/subscribers must be logged in to view this article

Correspondence. Laterally Unsupported Beams

SIR,-with reference to Mr. Procter’s interesting paper on “Laterally Unsupported Beams” in your July issue, I note that the adopts for J the effective polar moment of inertia for an I-beam section in torsion, the approximate formula ...