I.S. EN 1993-1-10:2005
Current
The latest, up-to-date edition.
EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES (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.
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1 General
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Symbols
2 Selection of materials for fracture toughness
2.1 General
2.2 Procedure
2.3 Maximum permitted thickness values
2.4 Evaluation using fracture mechanics
3 Selection of materials for through-thickness properties
3.1 General
3.2 Procedure
Annex NA (informative) Irish National Annex to Eurocode 3:
Design of steel structures - Part 1-10: Material
toughness and through-thickness properties
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
Presents design guidance for the selection of steel for fracture toughness and for through thickness properties of welded elements where there is a significant risk of lamellar tearing during fabrication.
| DevelopmentNote |
Supersedes I.S. ENV 1993-1-1. (01/2007) Now includes Irish National Annex 2010 which is also available as a separate document, See I.S. EN 1993-1-10 NATIONAL ANNEX. (03/2010)
|
| DocumentType |
Standard
|
| Pages |
27
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Current
|
| Standards | Relationship |
| NEN EN 1993-1-10 : 2011 C11 2015 | Identical |
| SN EN 1993-1-10 : 2005 | Identical |
| EN 1993-1-10:2005 | Identical |
| NS EN 1993-1-10 : 2005 AC 2009 | Identical |
| DIN EN 1993-1-10:2010-12 | Identical |
| BS EN 1993-1-10:2005 | Identical |
| NBN EN 1993-1-10 : 2005 COR 2009 | Identical |
| UNI EN 1993-1-10 : 2005 | Identical |
| I.S. 361:2013 | CODE OF PRACTICE FOR THE SAFE USE OF TOWER CRANES AND SELF-ERECTING CRANES |
| EN 10164:2004 | Steel products with improved deformation properties perpendicular to the surface of the product - Technical delivery conditions |
| EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - 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 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
| EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| EN 10155 : 1993 | STRUCTURAL STEELS WITH IMPROVED ATMOSPHERIC CORROSION RESISTANCE - TECHNICAL DELIVERY CONDITIONS |
| EN 10160:1999 | Ultrasonic testing of steel flat product of thickness equal or greater than 6 mm (reflection method) |
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