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Table 1 Minimum shear reinforcement for RC beam in current design codes.

From: Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement

Design codes

Minimum shear reinforcement

ACI 318-14 (2014)

\( \rho_{{v,{\rm min}}} = 0.062{{{\sqrt {f_{c}^{\prime}}}}/{{f_{yt}}}} \ge {{0.35}/{{f_{yt}}}} \)

EC2 (2004)

\( \rho_{{v,{\rm min}}} = 0.08{{{\sqrt {f_{c}^{\prime}}}}/{{f_{yt}}}} \)

CSA A23.3-04 (2004)

\( \rho_{{v,{\rm min}}} = 0.06{{{\sqrt {f_{c}^{\prime}}}}/{{f_{yt}}}} \)

AASHTO-LRFD (2004)

\( \rho_{{v,{\rm min}}} = 0.083{{{\sqrt {f_{c}^{\prime}}}}/{{f_{yt}}}} \)

MC2010 (2012)

\( \rho_{{v,{\rm min}}} = 0.08{{{\sqrt {f_{c}^{\prime}}}}/{{f_{yt}}}} \)

  1. f c is the compressive strength of concrete (in MPa) and f yt is the design yield strength of shear reinforcement (in MPa).