Standard No.SS EN 1992 - 1-2 : 2008 (2015)
TitleEurocode 2: Design of concrete structures, Part 1-2 General rules - Structural fire design
No. of Pages105
ICS Classification13.220.50 Fire-resistance of building materials and elements
91.010.30 Technical aspects
91.080.40 Concrete structures
CommentsThis standard is to be read in conjunction with the national annex (NA) which is published separately.
SynopsisApplies to the design of buildings and civil engineering works in concrete. Complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in SS EN 1990. Covers requirements for resistance, serviceability, durability and fire resistance concrete structures. Does not consider other requirements e.g. concerning thermal or sound insulation.

Intended to be used in conjunction with SS EN 1990 Basis of structural design and SS EN 1991 Actions on structures.

Deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with SS EN 1992-1-1 and SS EN 1991-1-2. Only identifies differences from, or supplements to, normal temperature design. Also deals only with passive methods of fire protection. Does not cover active methods.
Applies to concrete structures that are required to fulfil certain functions when exposed to fire, in terms of avoiding premature collapse of the structure (load bearing function) and limiting fire spread (flame, hot gases, excessive heat) beyond designated areas (separating function).

Gives principles and application rules (see SS EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance. It applies to structures, or parts of structures, that are within the scope of SS EN 1992-1-1. Does not cover structures with prestressing by external tendons and shell structures.

Methods are applicable to normal weight concrete up to strength class C90/105 and for lightweight concrete up to strength class LC55/60. Gives also additional and alternative rules for strength classes above C50/60.
AdoptionEN 1992-1-2 : 2004 IDT
CommitteeBuilding and Construction Standards Committee
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Related Package/Series
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