BS EN 1992-1-2:2004
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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Eurocode 2. Design of concrete structures General rules - Structural fire design
Hardcopy , PDF
English
28-02-2010
14-09-2019
1 General
2 Basis of design
3 Material properties
4 Design procedures
5 Tabulated data
6 High strength concrete (HSC)
Informative annexes
A - Temperature profiles
B - Simplified calculation methods
C - Buckling of columns under fire conditions
D - Calculation methods for shear, torsion and anchorage
E - Simplified calculation method for beams and slabs
This part of Eurocode 2 gives principles and rules for structural design and detailing of concrete structures exposed to fire. Material properties at elevated temperatures are provided for concrete and reinforcing and prestressing steels. Temperature profiles are provided for slabs, beams and columns. Guidance is given for design using tabulated data, simple calculation models and advanced calculation models. There is a chapter dealing with high strength concrete. Tabular data for minimum dimensions of beams, slabs and columns are provided along with detailing rules for standard fire periods of up to 240 minutes.
| Committee |
B/525/2
|
| DevelopmentNote |
Supersedes DD ENV 1992-1.2 (02/2005) National Annex of this document is also available. See BS EN 1992-1-2 NA. Also available as part of BS KIT 182. (01/2006) Also available as part of BS KIT 206. (08/2010)
|
| DocumentType |
Standard
|
| Pages |
100
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| DIN EN 1992-1-2:2010-12 | Identical |
| I.S. EN 1992-1-2:2005 | Identical |
| EN 1992-1-2:2004 | Equivalent |
| NEN EN 1992-1-2 : 2011 C11 2017 | Identical |
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