Span-to-depth ratio limits for RC continuous beams and slabs based on MC2010 and EC2 ductility and deflection requirements

Author:

Santos José,Henriques António Abel

Funder

Institute of Research and Development in Structures and Construction

Fundação para a Ciência e a Tecnologia

Ministério da Ciência, Tecnologia e Ensino Superior

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. fib. Bulletin 56 - Model Code 2010 - First complete draft, Volume 2. Lausanne, Switzerland: International Federation for Structural Concrete (fib); 2010.

2. EN 1992-1-1. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. Brussels, Belgium: European Committee for Standardization; 2004.

3. Long-term deflections in cracked reinforced concrete flexural members;Marí;Eng Struct,2010

4. Deflection prediction of reinforced concrete beams by design codes and computer simulation;Gribniak;Eng Struct,2013

5. Statistical evaluation of minimum thickness provisions for slab deflection control;Bertero;ACI Struct J,2018

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