Fig. 11From: Web-Shear Capacity of Thick Precast Prestressed Hollow-Core Slab Units Produced by Extrusion MethodEvaluation of design code models. a ACI318-05 (ACI Committee 318 2005), b ACI318-08 (ACI Committee 318 2008), c AASHTO-LRFD (AASHTO 2007).Back to article page