New Eurocode 4 design rules for composite beams with precast concrete slabs

Abstract

As members of Project Team SC4.T5, the authors of this paper present the main outcomes from the work that isintended for implementation within the second generation of Eurocode 4. General design and application rules for composite design of precast concrete elements will be presented, with a particular focus on: the effective width of flanges using precast concrete elements for shear lag; design resistance to longitudinal shear; and the design resistance of headed stud connectors in the presence of precast hollow core slabs.