“…The different models are not contradictory; in fact, the fundamental difference is that they This paper deals with the simplification of a multiaction mechanical model for the shear design and assessment of RC and PC beams previously developed by the authors, which is valid for reinforced concrete and for prestressed concrete members with any degree of prestressing, with or without stirrups, for normal or high strength concrete, and for T, I or rectangular sections [23][24][25]. The predictions of the original mechanical model were compared with four large databases of tests results on RC and PC beams developed by ACI-DafStb [26][27][28], showing small bias and scatter, and have also been extended to FRP RC beams [29,30]. However, for design purposes, some simplifications are still necessary in order to make the mechanical model easier to use in daily engineering practice.…”