UNI EN 1993-1-1 : 2014
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
06-10-2023
07-17-2014
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
Pertains the design of buildings and civil engineering works in steel.
| Committee |
CT 21
|
| DevelopmentNote |
Supersedes UNI ENV 1993-1-1 (08/2005)
|
| DocumentType |
Standard
|
| PublisherName |
Ente Nazionale Italiano di Unificazione (UNI)
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| NBN EN 1993-1-1 : 2005 AMD 1 2014 | Identical |
| I.S. EN 1993-1-1:2005 | Identical |
| BS EN 1993-1-1 : 2005 | Identical |
| 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 |
| UNI/TS 11379 : 2010 | METALLIC STORAGE SYSTEMS - DESIGN OF STATIC STEEL PALLET RACKS UNDER SEISMIC CONDITIONS |
| 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 1090-1:2009+A1:2011 | Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components |
| 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 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| 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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