I.S. EN 1993-1-1:2005
Current
The latest, up-to-date edition.
EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
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.
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Foreword
1 General
2 Basis of design
3 Materials
4 Durability
5 Structural analysis
6 Ultimate limit states
7 Serviceability limit states
Annex A (informative) - Method 1: Interaction factors
k[ij] for interaction formula in 6.3.3(4)
Annex B (informative) - Method 2: Interaction factors
k[ij] for interaction formula in 6.3.3(4)
Annex C (normative) - Selection of execution class
Annex AB (informative) - Additional design provisions
Annex BB (informative) - Buckling of components of building
Structures
Annex NA (informative) Irish National Annex to Eurocode 3:
Design of steel structures - Part 1-1: General
rules and rules for buildings
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
NA.3 Decisions on informative annexes
Pertains 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 |
Now includes Irish National Annex 2007 which is also available as a separate document, See I.S. EN 1993-1-1 NATIONAL ANNEX. (05/2007)
|
| DocumentType |
Standard
|
| Pages |
118
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Current
|
| Standards | Relationship |
| NS EN 1993-1-1 : 2005 AC 2015 | Identical |
| NEN EN 1993-1-1 : 2014 | Identical |
| SN EN 1993-1-1 : 2005 AMD 1 2014 | Identical |
| DIN EN 1993-1-1:2010-12 | Identical |
| EN 1993-1-1:2005 | Identical |
| NBN EN 1993-1-1 : 2005 AMD 1 2014 | Identical |
| UNI EN 1993-1-1 : 2014 | Identical |
| BS EN 1993-1-1 : 2005 | Identical |
| I.S. 361:2013 | CODE OF PRACTICE FOR THE SAFE USE OF TOWER CRANES AND SELF-ERECTING CRANES |
| EN 10025-4:2004 | Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels |
| EN 10164:2004 | Steel products with improved deformation properties perpendicular to the surface of the product - Technical delivery conditions |
| EN ISO 1461:2009 | Hot dip galvanized coatings on fabricated iron and steel articles - Specifications and test methods (ISO 1461:2009) |
| EN 10025-1:2004 | Hot rolled products of structural steels - Part 1: General technical delivery conditions |
| 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 10025-5:2004 | Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance |
| EN 10025-6:2004+A1:2009 | Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition |
| EN 10025-3:2004 | Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels |
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