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A platform for research: civil engineering, architecture and urbanism
Composite Beam – Arrangement of Shear Connectors in Solid Slab
The purpose of this chapter is to show the calculation and the arrangement of the headed stud connectors in the case of the simple supported composite beam. The essence of the chapter is the calculation and the arrangement of the headed stud connectors in the solid slab. Therefore, the design of the beam is conducted more simply without considering creep and shrinkage of the concrete. The design value of the compressive normal force in the concrete flange Nc is transferred to the composite beam by means of the headed studs. In the elastic design, the shear connectors are spaced in accordance with the shear flow with a triangular distribution. The chapter illustrates the arrangement of the studs according to clause 6.6.1.3(5), EN 1994‐1‐1, which relates to “longitudinal shear calculated by elastic theory”.
Composite Beam – Arrangement of Shear Connectors in Solid Slab
The purpose of this chapter is to show the calculation and the arrangement of the headed stud connectors in the case of the simple supported composite beam. The essence of the chapter is the calculation and the arrangement of the headed stud connectors in the solid slab. Therefore, the design of the beam is conducted more simply without considering creep and shrinkage of the concrete. The design value of the compressive normal force in the concrete flange Nc is transferred to the composite beam by means of the headed studs. In the elastic design, the shear connectors are spaced in accordance with the shear flow with a triangular distribution. The chapter illustrates the arrangement of the studs according to clause 6.6.1.3(5), EN 1994‐1‐1, which relates to “longitudinal shear calculated by elastic theory”.
Composite Beam – Arrangement of Shear Connectors in Solid Slab
Dujmović, Darko (author) / Androić, Boris (author) / Lukačević, Ivan (author)
2014-12-08
14 pages
Article/Chapter (Book)
Electronic Resource
English
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