Design Considerations for Composite Beams Using Precast Concrete Slabs.
Publication date
2006Keyword
Precast concrete floorsSteel-framed buildings
Composite beams
Precast concrete slabs
Welded shear connectors
Transverse reinforcement
Peer-Reviewed
yes
Metadata
Show full item recordAbstract
Precast concrete floors are widely used in building construction, but there is little detailed design guidance on their application in steel-framed buildings. Traditionally the steel beams have been designed to support the precast slabs on their top flange. However, there are an increasing number of composite frames and slim floor constructions where the precast slabs are designed to interact structurally with the steel frame. Composite action can be developed by welded shear connectors attached to the steel beams and by transverse reinforcement; however, this form of construction is currently outside the provisions of the current codes of practice. This paper discusses some of the particular issues that affect this form of construction, and presents design guidance using the Eurocode methodology.Version
published version paperCitation
Hicks, S., Lawson, R.M., and Lam, D. (2006). Design Considerations for Composite Beams Using Precast Concrete Slabs. In: Composite Construction in Steel and Concrete V. [Proceedings of the fifth international conference on Composite Construction in Steel and Concrete held in Kruger National Park, South Africa, July 18-23, 2004]. American Society of Civil Engineers. pp. 190-201. doi: 10.1061/40826(186)19Link to Version of Record
https://doi.org/10.1061/40826(186)19Type
Articleae974a485f413a2113503eed53cd6c53
https://doi.org/10.1061/40826(186)19