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BS EN 1993-1-10:2005

BS EN 1993-1-10:2005

Current

Current

The latest, up-to-date edition.

Eurocode 3. Design of steel structures Material toughness and through-thickness properties

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

28-02-2010

Publisher

British Standards Institution

€156.59
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Hardcopy - English
PDF - English
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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

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
Current
Supersedes

  1. 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.

  2. 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.

  3. The rules and guidance given in section 2 and 3 assume that the construction will be executed in accordance with EN 1090.

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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