The Structural Engineer > Archive > Volume 74 (1996) > Issues > Issue 13 > Design Charts for Corbels
Name of File 5988-74-13.pdf cached at 24/05/2019 02:17:59 - with 4 pages. pdfPath: E:\\CMS\webtest\files\d8\d8b8683a-d597-4ce1-aaa3-15b9328629c2.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\d8b8683a-d597-4ce1-aaa3-15b9328629c2_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: d8b8683a-d597-4ce1-aaa3-15b9328629c2_1.png

Members/subscribers must be logged in to view this article

Design Charts for Corbels

The design of corbels using the strut-and-tie model entails a trial-and-error procedure in the determination of tension reinforcement. This is a laborious method and might also lead to unacceptable depth of the compression block or the vertical shear capacity being exceeded. This means that the whole procedure needs to be repeated until all design criteria are satisfied. F.A.N. Al-Shawi

Author(s): Al-Shawi, F A N

Keywords: corbels;eurocode2;design;modelling;reinforcement;bs8110;worked examples