I.S. EN 1993-1-3:2006
Current
The latest, up-to-date edition.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING (INCLUDING IRISH NATIONAL ANNEX)
Hardcopy , PDF
English
01-01-2006
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.
1 Introduction
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Symbols
1.5 Terminology and conventions for dimensions
2 Basis of design
3 Materials
3.1 General
3.2 Structural steel
3.3 Connecting devices
4 Durability
5 Structural analysis
5.1 Influence of rounded corners
5.2 Geometrical proportions
5.3 Structural modelling for analysis
5.4 Flange curling
5.5 Local and distortional buckling
5.6 Plate buckling between fasteners
6 Ultimate limit states
6.1 Resistance of cross-sections
6.2 Buckling resistance
6.3 Bending and axial tension
7 Serviceability limit states
7.1 General
7.2 Plastic deformation
7.3 Deflections
8 Design of joints
8.1 General
8.2 Splices and end connections of members subject to
compression
8.3 Connections with mechanical fasteners
8.4 Spot welds
8.5 Lap welds
9 Design assisted by testing
10 Special considerations for purlins, liner trays and sheetings
10.1 Beams restrained by sheeting
10.2 Liner trays restrained by sheeting
10.3 Stressed skin design
10.4 Perforated sheeting
Annex A [normative] - Testing procedures
A.1 General
A.2 Tests on profiled sheets and liner trays
A.3 Tests on cold-formed members
A.4 Tests on structures and portions of structures
A.5 Tests on torsionally restrained beams
A.6 Evaluation of test results
Annex B [informative] - Durability of fasteners
Annex C [informative] - Cross section constants for thin-walled
cross sections
C.1 Open cross sections
C.2 Cross section constants for open cross section with
branches
C.3 Torsion constant and shear centre of cross section with
closed part
Annex D [informative] - Mixed effective width/effective thickness
method for outstand elements
Annex E [Informative] - Simplified design for purlins
Annex NA (informative) Irish National Annex to Eurocode 3:
Design of steel structures - Part 1-3: General
rules - Supplementary rules for cold-formed
members and sheeting
Introduction
NA.1 Scope
NA.2 Nationally Determined Parameters
NA.3 Decisions on informative annexes
Gives design requirements for cold-formed thin gauge members and sheeting.
DevelopmentNote |
Supersedes I.S. ENV 1993-1-3. (01/2007) Now includes Irish National Annex 2010 which is also available as a separate document, See I.S. EN 1993-1-3 NATIONAL ANNEX. (03/2010)
|
DocumentType |
Standard
|
Pages |
143
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Current
|
Supersedes |
Standards | Relationship |
UNI EN 1993-1-3 : 2007 | Identical |
NS EN 1993-1-3 : 2006 + NA 2015 | Identical |
SN EN 1993-1-3 : 2006 | Identical |
BS EN 1993-1-3:2006 | Identical |
NEN EN 1993-1-3 : 2006 C3 2009 | Identical |
NF EN 1993-1-3 : 2007 | Identical |
DIN EN 1993-1-3:2010-12 | Identical |
NBN EN 1993-1-3 : 2011 | Identical |
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EN 10025-4:2004 | Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels |
EN 10268:2006+A1:2013 | Cold rolled steel flat products with high yield strength for cold forming - Technical delivery conditions |
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EN 10292:2007 | Continuously hot-dip coated strip and sheet of steels with high yield strength for cold forming - Technical delivery conditions |
EN ISO 1478:1999 | Tapping screws thread (ISO 1478:1999) |
EN 10025-3:2004 | Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels |
EN 10149-3:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 3: Technical delivery conditions for normalized or normalized rolled steels |
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