The Structural Engineer > Archive > Volume 72 (1994) > Issues > Issue 4 > Reinforced Concrete Beam-Column Connections and BS 8110
Name of File 5734-72-04.pdf cached at 16/12/2017 12:53:08 - with 6 pages. pdfPath: E:\\CMS\webtest\files\b3\b30ffea3-2043-415a-9864-00de229b4934.pdf. thumbPath: E:\\CMS\webtest\files\pdfthumbs\b30ffea3-2043-415a-9864-00de229b4934_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: b30ffea3-2043-415a-9864-00de229b4934_1.png

Members/subscribers must be logged in to view this article

Reinforced Concrete Beam-Column Connections and BS 8110

The influence of compressive axial load on the shear capacity of reinforced concrete elements is investigated, using results from tests on 15 external reinforced concrete beam-column connection specimens. Shear stresses in the connection zones of these specimens are compared with values predicted by the design equations in BS 8110 and observations made concerning the applicability of these equations. The revised eqns. (6a) and (6b) in BS 8110 are presented and recommendations made for assessing shear stresses at initial joint cracking and specimen failure. Bearing stresses within bends in the reinforcement in the connection zones are also evaluated and compared with the recommendations of BS 811O.

Author(s): Scott, R H;Feltham, I;Whittle, R T

Keywords: connections;beams;columns;reinforced concrete;bs8110;shear;stresses;comparing;codes of practice;load tests;axial loads