I.S. EN 1993-1-2:2005
Current
The latest, up-to-date edition.
EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES STRUCTURAL FIRE DESIGN (INCLUDING IRISH NATIONAL ANNEX)
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.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 General
1.1 Scope
1.2 Normative references
1.3 Assumptions
1.4 Distinction between principles and application
rules
1.5 Terms and definitions
1.6 Symbols
2 Basis of design
2.1 Requirements
2.1.1 Basic requirements
2.1.2 Nominal fire exposure
2.1.3 Parametric fire exposure
2.2 Actions
2.3 Design values of material properties
2.4 Verification methods
2.4.1 General
2.4.2 Member analysis
2.4.3 Analysis of part of the structure
2.4.4 Global structural analysis
3 Material properties
3.1 General
3.2 Mechanical properties of carbon steels
3.2.1 Strength and deformation properties
3.2.2 Unit mass
3.3 Mechanical properties of stainless steels
3.4 Thermal proper
3.4.1 Carbon steels
3.4.2 Stainless steels
3.4.3 Fire protection materials
4 Structural fire design
4.1 General
4.2 Simple calculation models
4.2.1 General
4.2.2 Classification of cross-sections
4.2.3 Resistance
4.2.4 Critical temperature
4.2.5 Steel temperature development
4.3 Advanced calculation models
4.3.1 General
4.3.2 Thermal response
4.3.3 Mechanical response
4.3.4 Validation of advanced calculation models
Annex A (normative) Strain-hardening of carbon steel at
elevated temperatures
Annex B (normative) Heat transfer to external steelwork
Annex C (informative) Stainless steel
Annex D (informative) Joints
Annex E (informative) Class 4 cross-sections
Annex NA (informative) Irish National Annex to Eurocode 3:
Design of steel structures - Part 1-2: General
rules - Structural fire design
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
NA.3 Decisions on informative annexes
Applies to the design of buildings and civil engineering works in steel. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design.
| DevelopmentNote |
Supersedes I.S. ENV 1993-1-2. (01/2007) Now includes Irish National Annex 2010 which is also available as a separate document, See I.S. EN 1993-1-2 NATIONAL ANNEX. (03/2010)
|
| DocumentType |
Standard
|
| Pages |
91
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Current
|
| Standards | Relationship |
| BS EN 1993-1-2:2005 | Identical |
| NS EN 1993-1-2 : 2005 + NA 2009 | Identical |
| NEN EN 1993-1-2 : 2011 | Identical |
| BS EN 1993-1-2:2005 | Equivalent |
| EN 1993-1-2:2005 | Equivalent |
| DIN EN 1993-1-2:2010-12 | Identical |
| NBN EN 1993-1-2 : 2005 COR 2009 | Identical |
| ENV 13381-4:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 4: Applied protection to steel members |
| ENV 13381-2:2002 | Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes |
| EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
| EN 13501-2:2016 | Fire classification of construction products and building elements - Part 2: Classification using data from fire resistance tests, excluding ventilation services |
| EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| EN 1363-1:2012 | Fire resistance tests - Part 1: General Requirements |
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