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ACI 445-99

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Recent Approaches to Shear Design of Structural Concrete (Reapproved 2015)

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Truss model approaches and related theories for the design of reinforced concrete members to resist shear are presented. Realistic models for the design of deep beams, corbels, and other nonstandard structural members are illustrated. The background theories and the complementary nature of a number of different approaches for the shear design of structural concrete are discussed. These relatively new procedures provide a unified, intelligible, and safe design framework for proportioning structural concrete under combined load effects. Keywords: beams (supports); concrete; design; detailing; failure; models; shear strength; structural concrete; strut and tie.

SDO ACI: American Concrete Institute
Document Number 445
Publication Date Jan. 1, 1999
Language en - English
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Jan. 1, 1999 ACI 445-99 Revision