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Publication 55 Calculation of the fire resistance of centrally loaded composite steel-concrete columns exposed to the standard fire

Publication Year

1988

Document Status

Current

Abstract

Addresses the basic principles of temperature and load bearing calculations. Considers fire resistance of composite columns with rolled profiles encased in concrete, with rolled profiles concreted between the flanges, and with concrete filled hollow structural sections.

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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