BS EN 1993-1-10:2005
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Eurocode 3. Design of steel structures Material toughness and through-thickness properties
Hardcopy , PDF
English
28-02-2010
25-11-2025
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
Includes 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.
| Committee |
CB/203
|
| DevelopmentNote |
Supersedes DD ENV 1993-1.1 (05/2005) National Annex of this document is also available. See BS EN 1993-1-10 NA. (01/2009) Supersedes BS 449-1(1969), BS 5950-1(2000) & BS 5400-3(2000). (04/2010) Also available as part of BS KIT 207. (08/2010)
|
| DocumentType |
Standard
|
| Pages |
22
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
EN 1993-1-10 contains 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.
Section 2 applies to steel grades S 235 to S 690. However section 3 applies to steel grades S 235 to S 460 only.
NOTE EN 1993-1-1 is restricted to steels S235 to S460.
The rules and guidance given in section 2 and 3 assume that the construction will be executed in accordance with EN 1090.
| Standards | Relationship |
| NBN EN 1993-1-10 : 2005 COR 2009 | Identical |
| NEN EN 1993-1-10 : 2011 C11 2015 | Identical |
| I.S. 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 |
| DIN EN 1993-1-10:2005-07 | Equivalent |
| EN 1993-1-10:2005/AC:2009 | Identical |
| BS 6349-1-4:2013 | Maritime works General. Code of practice for materials |
| 16/30338305 DC : 0 | BS 7668 - WELDABLE STRUCTURAL STEELS - HOT FINISHED STRUCTURAL HOLLOW SECTIONS IN WEATHER RESISTANT STEELS - SPECIFICATION |
| BS 7668:2016 | Weldable structural steels. Hot finished structural hollow sections in weather resistant steels. Specification |
| BS EN 1998-1 NA : 2004 | UK NATIONAL ANNEX TO EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 1: GENERAL RULES, SEISMIC ACTIONS AND RULES FOR BUILDINGS |
| 07/30128092 DC : 0 | BS EN 1993-1-1 - DRAFT UK NATIONAL ANNEX TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| 07/30128140 DC : 0 | BS EN 1993-1-10 - NATIONAL ANNEX TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH THICKNESS PROPERTIES |
| BS EN 1993-1-10 NA : 2005 | NATIONAL ANNEX (INFORMATIVE) TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH THICKNESS PROPERTIES |
| BS PD6705-2(2010) : 2010 | STRUCTURAL USE OF STEEL AND ALUMINIUM - PART 2: RECOMMENDATIONS FOR THE EXECUTION OF STEEL BRIDGES TO BS EN 1090-2 |
| 07/30129890 DC : 0 | BS EN 1998-1 - NATIONAL ANNEX TO EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 1: GENERAL RULES, SEISMIC ACTIONS AND RULES FOR BUILDINGS |
| PD 6695-1-10:2009 | Recommendations for the design of structures to BS EN 1993-1-10 |
| 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 10160:1999 | Ultrasonic testing of steel flat product of thickness equal or greater than 6 mm (reflection method) |
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