Name of File 6554-78-21.pdf cached at 20/03/2019 09:52:14 - with 2 pages. pdfPath: E:\\CMS\webtest\files\ee\ee8af2c6-b225-4c9f-b370-c4f08f3a60f4.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\ee8af2c6-b225-4c9f-b370-c4f08f3a60f4_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: ee8af2c6-b225-4c9f-b370-c4f08f3a60f4_1.png

Members/subscribers must be logged in to view this article


Torsion in Steel Beams This has raised further comment. Bing Choy writes: I’m a user of BS 449 as my design code but face a problem in dealing with the estimation of the effective length that is required to calculate the permissible compressive strength that makes the beam not suffer from buckling.