One-Way Shear Design Method Based on a Multi-Action Model

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Title: One-Way Shear Design Method Based on a Multi-Action Model

Author(s): Antoni Cladera, Antonio Marí, Jesús-Miguel Bairán, Eva Oller, and Carlos Ribas

Publication: Concrete International

Volume: 39

Issue: 9

Appears on pages(s): 40-46

Keywords: concrete, beam, strength, equation

Date: 9/1/2017

Abstract:
Shear strength of a reinforced or prestressed concrete beam results from the interaction of different resisting actions. The model described in the article is a simplification of the multi-action shear model developed by the authors. Presented equations were simplified for submission to ACI-ASCE Joint Committee 445, Shear and Torsion, considering distinct features of the ACI 318-14 Code with respect to European engineering practice.