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- EN 1990 - Basis
- EN 1991 - Actions
- EN 1992 - Concrete
- EN 1993 - Steel
- EN 1994 - Composite
- EN 1995 - Timber
- EN 1996 - Masonry
- EN 1997 - Geotechnics
- EN 1998 - Seismic
- EN 1999 - Aluminium
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ÖNORM EN 1995-1-2|Fire design
EN 1995-1-2 deals with the design of timber structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1995-1-1 and EN 1991-1-2. EN 1995-1-2 only identifies differences from, or supplements normal temperature design.
EN 1995-1-2 deals only with passive methods of fire protection. Active methods are not covered. It applies to building 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 (flames, hot gases, excessive heat) beyond designated areas (separating function).
EN 1995-1-2 gives principles and application rules for designing structures for specified requirements in respect of the aforementioned functions and levels of performance. It applies to structures or parts of structures that are within the scope of EN 1995-1-1 and are designed accordingly.
The methods given in EN 1995-1-2 are applicable to all products covered by product standards made reference to in this Part.
Current Document
ÖNORM EN 1995-1-2
EUROCODE 5: Design of timber structures - Part 1-2: General - Structural fire design (consolidated version)
ÖNORM | |
Publication: | 2006-10-01 |
PRESTANDARD ÖNORM ENV 1995-1-2 | |
Further Information & Order: |
National Annex (German only)
ÖNORM B 1995-1-2
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design - National specifications, national comments and national supplements concerning ÖNORM EN 1995-1-2
ÖNORM | ||
Publication: | 2008-12-01 | |
Document superseded: | Edition 2006-10-01 | |
Further Information & Order: |

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