Current
Core Supplement
Technical Report
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.
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.
9781904482055
For more than 30 years, The Concrete Society has been publishing technical reports and advice notes to serve the needs of clients, architects, engineers, specifiers, suppliers, contractors and users of concrete.
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