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EN 1993-3-1:2006/AC:2009

Current
Current

The latest, up-to-date edition.

EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 3-1: TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS
Published date

01-07-2009

1 General
  1.1 Scope
  1.2 Normative references
  1.3 Assumptions
  1.4 Distinction between principles and application rules
  1.5 Terms and definitions
  1.6 Symbols
  1.7 Convention for cross section axes
2 Basis of design
  2.1 Requirements
  2.2 Principles of limit state design
  2.3 Actions and environmental influences
  2.4 Ultimate limit state verifications
  2.5 Design assisted by testing
  2.6 Durability
3 Materials
  3.1 Structural steel
  3.2 Connections
  3.3 Guys and fittings
4 Durability
  4.1 Allowance for corrosion
  4.2 Guys
5 Structural analysis
  5.1 Modelling for determining action effects
  5.2 Modelling of connections
6 Ultimate limit states
  6.1 General
  6.2 Resistance of cross sections
  6.3 Resistance of members
  6.4 Connections
  6.5 Special connections for masts
7 Serviceability limit states
  7.1 Basis
  7.2 Deflections and rotations
  7.3 Vibrations
8 Design assisted by testing
9 Fatigue
  9.1 General
  9.2 Fatigue loading
  9.3 Fatigue resistance
  9.4 Safety assessment
  9.5 Partial factors for fatigue
  9.6 Fatigue of guys
Annex A [normative] - Reliability differentiation and partial
        factors for actions
      A.1 Reliability differentiation for masts and towers
      A.2 Partial factors for actions
Annex B [informative] - Modelling of meteorological actions
      B.1 General
      B.2 Wind force
      B.3 Response of lattice towers
      B.4 Response of guyed masts
Annex C [informative] - Ice loading and combinations of ice
        with wind
      C.1 General
      C.2 Ice loading
      C.3 Ice weight
      C.4 Wind and ice
      C.5 Asymmetric ice load
      C.6 Combinations of ice and wind
Annex D [normative] - Guys, dampers, insulators, ancillaries and
        other items
      D.1 Guys
      D.2 Dampers
      D.3 Insulators
      D.4 Ancillaries and other items
Annex E [informative] - Guy rupture
      E.1 Introduction
      E.2 Simplified analytical model
      E.3 Conservative procedure
      E.4 Analysis after a guy rupture
Annex F [informative] - Execution
      F.1 General
      F.2 Bolted connections
      F.3 Welded connections
      F.4 Tolerances
      F.5 Prestretching of guys
Annex G [informative] - Buckling of components of masts and towers
      G.1 Buckling resistance of compression members
      G.2 Effective slenderness factor k
Annex H [informative] - Buckling length and slenderness of members
      H.1 General
      H.2 Leg members
      H.3 Bracing members
      H.4 Secondary bracing members
      H.5 Shell structures

Pertains to the structural design of lattice towers and guyed masts and to the structural design of this type of structures supporting prismatic, cylindrical or other bluff elements.

Committee
CEN/TC 250
DevelopmentNote
Supersedes ENV 1993-3-1. (02/2007)
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current
Supersedes

UNE-EN 50341-1:2017 Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications
I.S. EN 1991-1-4:2005 EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS (INCLUDING IRISH NATIONAL ANNEX)
NORSOK N 001 : REV 8 INTEGRITY OF OFFSHORE STRUCTURES
BS EN 50341-1:2012 Overhead electrical lines exceeding AC 1 kV General requirements. Common specifications
EN 1993-1-6:2007/A1:2017 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
DIN EN 1991-1-4:2010-12 EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS
DIN EN 1090-2:2011-10 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
I.S. EN 1998-6:2005 EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 6: TOWERS, MASTS AND CHIMNEYS
PREN 13107 : DRAFT 2013 SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS
UNE-EN 1090-2:2011 Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures
I.S. EN 13374:2013 TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
I.S. EN 50341-1:2012 OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS
EN 50341-1:2012 Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications
UNE-EN 13374:2013 Temporary edge protection systems - Product specification - Test methods
DIN EN 1090-2:2015-07 (Draft) EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
UNI EN 1090-2 : 2011 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
DIN EN 1993-1-6:2010-12 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
DIN EN 13374:2013-07 TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
13/30275585 DC : 0 BS EN 13107 - SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS
EN 13374:2013 TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
CEI EN 50341-1 : 2013 OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS
EN 1090-2:2008+A1:2011 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
BS EN 1090-2 : 2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
BS EN 1998-6:2005 Eurocode 8. Design of structures for earthquake resistance Towers, masts and chimneys
UNI EN 13374 : 2013 TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
UNI EN 1991-1-4 : 2010 EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS
12/30260570 DC : 0 BS EN 50341-1 - OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS
11/30250535 DC : DRAFT DEC 2011 BS EN 13374 - TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
BS EN 1993-1-6 : 2007 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
EEMUA 101 : 2013 LIFTING POINTS - A DESIGN GUIDE
BS EN 1991-1-4 : 2005 EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS
BS EN 13374 : 2013 TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS
EN 1998-6:2005 Eurocode 8: Design of structures for earthquake resistance - Part 6: Towers, masts and chimneys
EN 1991-1-4:2005/A1:2010 EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS
PREN 50341-1 : DRAFT 2012 OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS
UNE-EN 1993-1-6:2013 Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures
I.S. EN 1090-2:2008 EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES
I.S. EN 1993-1-6:2007 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
DIN EN 1998-6:2006-03 EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 6: TOWERS, MASTS AND CHIMNEYS

ISO 12494:2017 Atmospheric icing of structures
EN ISO 1461:2009 Hot dip galvanized coatings on fabricated iron and steel articles - Specifications and test methods (ISO 1461:2009)
EN 365:2004/AC:2006 PERSONAL PROTECTIVE EQUIPMENT AGAINST FALLS FROM A HEIGHT - GENERAL REQUIREMENTS FOR INSTRUCTIONS FOR USE, MAINTENANCE, PERIODIC EXAMINATION, REPAIR, MARKING AND PACKAGING
EN 795:2012 Personal fall protection equipment - Anchor devices
EN ISO 14713 : 1999 PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - ZINC AND ALUMINIUM COATINGS - GUIDELINES

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