Publication 32 Calculation of the fire resistance of composite concrete slabs with profiled steel sheet exposed to the standard fire
Publication Year
1983
Document Status
Current
Abstract
Addresses calculation rules derived from normal weight concrete which apply to the practical design of concrete floor slabs acting compositely with profiled sheet when exposed to a standard fire. Presents criteria for fire resistance and describes behaviour of the slabs when exposed to fire. Suggests supplementary means of fire resistance and provides calculation rules for minimum slab thickness and additional reinforcement.
Publisher Information
European Convention for Constructional Steelwork
The European Convention for Constructional Steelwork is the federation of the national associations of steelwork industries, a worldwide network of industrial companies, universities and research institutes.
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