NBN EN 1992-1-2:2023

Eurocode 2 - Design of concrete structures - Part 1-2: Structural fire design ( DEZE NORM IS NOG NIET VAN TOEPASSING IN AFWACHTING VAN DE PUBLICATIE VAN DE BIJBEHORENDE NATIONALE BIJLAGE EN DE PUBLICATIESTRATEGIE VAN DE EUROCODES VAN DE TWEEDE GENERATIE. De geldende norm in België blijft de NBN EN 1992-1-2:2005)

ACTIVE

About this standard

Languages
English and French
Type
NBN
Standards committee
CEN/TC 250
Status
ACTIVE
Publication date
23 November 2023
ICS Code
91.010.30 (Technical aspects)
91.080.40 (Concrete structures)
Additional information
<p>This European standard&nbsp;EN 1992-1-2:2023 does not yet have the status of a Belgian standard. In Belgium, it is available in 3 official versions (German, English, French) until the Dutch version is also published. This document can only be applied from the moment its corresponding Belgian national annex (ANB) is published. This document does not replace the existing standard NBN EN&nbsp;1992-1-2:2005 and its amendment NBN EN 1992-1-2:2004/A1:2019. The sole purpose of publishing this document at this stage is to enable Eurocode users to familiarize themselves with future normative texts while awaiting the entry into force of the new generation of Eurocodes and their respective ANBs.</p>
Withdrawn Date
Price
€ 205,00

About this training

Summary

1.1 Scope of prEN 1992 1 2
(1) This document deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with prEN 1992 1 1 and EN 1991 1 2. This document identifies differences from, or supplements to, normal temperature design.
(2) This document applies to concrete structures required to fulfil a loadbearing function, separating function or both.
(3) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(4) This document applies to structures, or parts of structures, that are within the scope of prEN 1992 1 1 and are designed accordingly.
(5) The methods given in this document are applicable to normal weight concrete up to strength class C100/ 115 and lightweight concrete up to strength class LC50/ 60.
1.2 Assumptions
(1) In addition to the general assumptions of prEN 1990 the following assumptions apply:
- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel or is given by the relevant national regulation
- any fire protection measure taken into account in the design will be adequately maintained.