I.S. EN 1994-1-2:2005
Current
The latest, up-to-date edition.
EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
Hardcopy , PDF
English
01-01-2005
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Foreword
Background of the Eurocode programme
Status and field of application of Eurocodes
National Standards implementing Eurocodes
Links between Eurocodes and harmonised technical
specifications (ENs and ETAs) for products
Additional information specific for EN 1994-1-2
National annex for EN 1994-1-2
Section 1 General
Section 2 Basis of design
Section 3 Material properties
Section 4 Design procedures
Section 5 Constructional details
Annex A (INFORMATIVE) - Stress-strain relationships
at elevated temperatures for structural steels
Annex B (INFORMATIVE) - Stress-strain relationships
at elevated temperatures for concrete with
siliceous aggregate
Annex C (INFORMATIVE) - Concrete stress-strain
relationships adapted to natural fires with
a decreasing heating branch for use in
advanced calculation models
Annex D (INFORMATIVE) - Model for the calculation
of the fire resistance of unprotected composite
slabs exposed to fire beneath the slab according
to the standard temperature-time curve
Annex E (INFORMATIVE) - Model for the calculation
of the sagging and hogging moment resistances
of a steel beam connected to a concrete slab
and exposed to fire beneath the concrete slab
Annex F (INFORMATIVE) - Model for the calculation
of the sagging and hogging moment resistances
of a partially encased steel beam connected to
a concrete slab and exposed to fire beneath the
concrete slab according to the standard
temperature-time curve
Annex G (INFORMATIVE) - Balanced summation
model for the calculation of the fire resistance of
composite columns with partially encased steel
sections, for bending around the weak axis,
exposed to fire all around the column according
to the standard temperature-time curve
Annex H (INFORMATIVE) - Simple calculation model
for concrete filled hollow sections exposed to fire
all around the column according to the standard
temperature-time curve
Annex I (INFORMATIVE) - Planning and evaluation
of experimental models
Annex NA (informative) - Irish National Annex to
Eurocode 4: Design of composite steel and
concrete structures - Part 1-2: General
rules - Structural fire design
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
NA.3 Decisions on informative annexes
Bibliography
Provides principles and application rules (see EN 1991-1-2) for designing structures for specified requirements in respect of the aforementioned functions and the levels of performance.
| DevelopmentNote |
Supersedes I.S. ENV 1994-1-2. (01/2007) 2005 Edition includes National Foreword. Irish National Annex is available as a separate document, see Irish National Annex NA to I.S. EN 1994-1-2:2005. (04/2015)
|
| DocumentType |
Standard
|
| Pages |
122
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Current
|
| Standards | Relationship |
| DIN EN 1994-1-2:2010-12 | Identical |
| BS EN 1994-1-2 : 2005 | Identical |
| NF EN 1994-1-2 : 2006 AMD 1 2014 | Identical |
| NEN EN 1994-1-2 : 2011 | Identical |
| NBN EN 1994-1-2 : 2005 AMD 1 2014 | Identical |
| EN 1994-1-2:2005 | Equivalent |
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