The Structural Engineer > Archive > Volume 22 (1944) > Issues > Issue 4 > The Arch and other Theories as Applied to Portal Frames. Part II (Continued from March Issue)
Name of File 1831-22-04.pdf cached at 15/12/2017 20:07:27 - with 17 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\4a\4a83d7d9-f2ac-44fc-9295-ac8a48c49761.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\4a83d7d9-f2ac-44fc-9295-ac8a48c49761_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: 4a83d7d9-f2ac-44fc-9295-ac8a48c49761_1.png

Members/subscribers must be logged in to view this article

The Arch and other Theories as Applied to Portal Frames. Part II (Continued from March Issue)

Since the horizontal displacement will be the same for members CD and DE, we need only consider half of the framed bent, then (15) must be doubled for whole bent. S.A. Loveland