Fire safety of steel and composite steel/concrete structures - Part 1
Article REF: C2506 V3

Fire safety of steel and composite steel/concrete structures - Part 1

Author : Joël KRUPPA

Publication date: August 10, 2013 | Lire en français

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Overview

ABSTRACT

Structural fire design calculation methods are explained within two parts, this article and the next (C 2507), by referring to Structural Eurocodes.

In this first part, the French regulatory system is recalled with the main requirements for building fire safety.

Then, actions in case of fire are described, followed by the heat transfer to steel or composite structural elements. 

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AUTHOR

  • Joël KRUPPA: Former Director of the Fire and Certification Department - Center Technique Industriel de la Construction Métallique (CTICM)

 INTRODUCTION

Methods for verifying the fire behavior of steel or composite structures are presented in two parts, in articles [C 2 506] and [C 2 507] , with reference to the Eurocodes.

In this first part, we review the French regulatory context and the main requirements for fire safety in buildings. This is followed by a discussion of the actions to be taken on structures in a fire situation, and then the determination of the heat rise of structural elements, whether steel or composite.

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KEYWORDS

Fire   |   regulation   |   heating up   |   building   |   fire safety   |   steel   |   safety   |   fire resistance

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Fire safety of steel and steel/concrete structures – Part 1

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