Technical Report 58 Deflections in concrete slabs and beams (Includes amendments dated July and December 2008, and January 2019)

Publication Year

2005

Document Status

Current

Abstract

Gives guidance on procedures for design of concrete structures at the serviceability limit state, concentrating on deflection. The most significant parameters are the concrete tensile strength, extent of cracking and elastic modulus.

Document History

Amendment pages at front of the document relate to: Amendment No. 1 July 2008 - Page 56. Amendment No. 2 December 2008 - Pages 17, 38 and 40. Amendment No. 3 January 2019 - Pages 80 and 81.

ISBN

9781904482055

Publisher Information