EN 1993-1-11:2006/AC:2009
Current
The latest, up-to-date edition.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-11: DESIGN OF STRUCTURES WITH TENSION COMPONENTS
04-29-2009
1 General
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Symbols
2 Basis of design
2.1 General
2.2 Requirements
2.3 Actions
2.4 Design situations and partial factors
3 Material
3.1 Strength of steels and wires
3.2 Modulus of elasticity
3.3 Coefficient of thermal expansion
3.4 Cutting to length of Group B tension components
3.5 Lengths and fabrication tolerances
3.6 Friction coefficients
4 Durability of wires, ropes and strands
4.1 General
4.2 Corrosion protection of individual wires
4.3 Corrosion protection of the interior of Group B
tension components
4.4 Corrosion protection of the exterior of Group B
tension components
4.5 Corrosion protection of Group C tension components
4.6 Corrosion protection at connections
5 Structural analysis
5.1 General
5.2 Transient construction phase
5.3 Persistent design situation during service
5.4 Non-linear effects from deformations
6 Ultimate limit states
6.1 Tension rod systems
6.2 Prestressing bars and Group B and C components
6.3 Saddles
6.4 Clamps
7 Serviceability limit states
7.1 Serviceability criteria
7.2 Stress limits
8 Vibrations of cables
8.1 General
8.2 Measures to limit vibrations of cables
8.3 Estimation of risks
9 Fatigue
9.1 General
9.2 Fluctuating axial loads
Annex A (informative) Product requirements for tension components
Annex B (informative) Transport, storage, handling
Annex C (informative) Glossary
Gives design rules for structures with tension components made of steel, which, due to their connections with the structure, are adjustable and replaceable.
Committee |
CEN/TC 250
|
DevelopmentNote |
Supersedes ENV 1993-2. (12/2006)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Supersedes |
Standards | Relationship |
DIN EN 1993-1-11:2010-12 | Identical |
UNI EN 1993-1-11 : 2007 | Identical |
SN EN 1993-1-11-NA : 2016 | Identical |
BS EN 1993-1-11:2006 | Identical |
NEN EN 1993-1-11 : 2011 | Identical |
NF EN 1993-1-11 : 2007 | Identical |
SN EN 1993-1-11 : 2006 | Identical |
PN EN 1993-1-11 : 2008 NA 2010 | Identical |
NBN EN 1993-1-11 : 2007 COR 2009 | Identical |
UNE-EN 1993-1-11:2015 | Identical |
I.S. EN 1993-1-11:2006 | Identical |
NS EN 1993-1-11 : 2006 + NA 2009 | Identical |
UNE-EN 50341-1:2017 | Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications |
BS EN 50341-1:2012 | Overhead electrical lines exceeding AC 1 kV General requirements. Common specifications |
BS EN 16869:2017 | Design/construction of Via Ferratas |
EN 16869:2017/AC:2018 | DESIGN/CONSTRUCTION OF VIA FERRATAS |
BS EN 1993-1-4 : 2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
BS EN 1993-5:2007 | Eurocode 3. Design of steel structures Piling |
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 |
I.S. EN 1993-5:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING (INCLUDING IRISH NATIONAL ANNEX) |
I.S. EN 16869:2017 | DESIGN/CONSTRUCTION OF VIA FERRATAS |
15/30321787 DC : 0 | BS EN 16869 - DESIGN/CONSTRUCTION OF VIA FERRATA |
UNE-EN 1994-2:2013 | Eurocode 4 - Design of composite steen and concrete structures - Part 2: General rules and rules for bridges |
I.S. EN 50341-1:2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
UNE-EN 1993-1-3:2012 | Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting |
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 |
BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
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 1993-1-3:2010-12 | Eurocode 3: Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting (includes Corrigendum AC:2009) |
I.S. EN 1993-1-4:2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS (INCLUDING IRISH NATIONAL ANNEX) |
I.S. EN 1994-2:2005 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES (INCLUDING IRISH NATIONAL ANNEX) |
DIN EN 13374:2013-07 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
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 |
EN 1993-1-4:2006/A1:2015 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
DIN EN 1993-1-4:2015-10 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
DIN EN 1994-2:2010-12 | Eurocode 4: Design of composite steel and concrete structures - Part 2: General rules and rules for bridges (includes Corrigendum AC:2008) |
BS EN 1998-6:2005 | Eurocode 8. Design of structures for earthquake resistance Towers, masts and chimneys |
BS EN 1993-1-3:2006 | Eurocode 3. Design of steel structures General rules - Supplementary rules for cold-formed members and sheeting |
EN 1993-5:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
UNI EN 1993-5 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
UNI EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
UNI EN 1994-2 : 2006 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES |
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 |
I.S. EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
ASCE/SEI 19 16 : 2016 | STRUCTURAL APPLICATIONS OF STEEL CABLES FOR BUILDINGS |
BS EN 1994-2:2005 | Eurocode 4. Design of composite steel and concrete structures General rules and rules for bridges |
BS EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
EN 1994-2:2005/AC:2008 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES |
EN 1993-1-3:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING |
EN 1998-6:2005 | Eurocode 8: Design of structures for earthquake resistance - Part 6: Towers, masts and chimneys |
PREN 50341-1 : DRAFT 2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
I.S. EN 1993-1-3:2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING (INCLUDING IRISH NATIONAL ANNEX) |
UNE-EN 1993-1-4:2012 | Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels |
I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1998-6:2006-03 | EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 6: TOWERS, MASTS AND CHIMNEYS |
DIN EN 1993-5:2010-12 | Eurocode 3: Design of steel structures - Part 5: Piling (includes Corrigendum AC:2009) |
EN 12385-2:2002+A1:2008 | Steel wire ropes - Safety - Part 2: Definitions, designation and classification |
EN 12385-4:2002+A1:2008 | Steel wire ropes - Safety - Part 4: Stranded ropes for general lifting applications |
EN 12385-1:2002+A1:2008 | Steel wire ropes - Safety - Part 1: General requirements |
EN 13411-5:2003+A1:2008 | Terminations for steel wire ropes - Safety - Part 5: U-bolt wire rope grips |
EN 10244-1:2009/AC:2011 | STEEL WIRE AND WIRE PRODUCTS - NON-FERROUS METALLIC COATINGS ON STEEL WIRE - PART 1: GENERAL PRINCIPLES |
EN 10244-2:2009 | Steel wire and wire products - Non-ferrous metallic coatings on steel wire - Part 2: Zinc or zinc alloy coatings |
EN 12385-3:2004+A1:2008 | Steel wire ropes - Safety - Part 3: Information for use and maintenance |
EN 10264-2:2012 | Steel wire and wire products - Steel wire for ropes - Part 2: Cold drawn non alloy steel wire for ropes for general applications |
EN 10264-4:2012 | Steel wire and wire products - Steel wire for ropes - Part 4: Stainless steel wire |
EN 13411-3:2004+A1:2008 | Terminations for steel wire ropes - Safety - Part 3: Ferrules and ferrule-securing |
EN 10264-3:2012 | Steel wire and wire products - Steel wire for ropes - Part 3: Round and shaped non alloyed steel wire for high duty applications |
EN 13411-4:2011 | Terminations for steel wire ropes - Safety - Part 4: Metal and resin socketing |
EN 10264-1:2012 | Steel wire and wire products - Steel wire for ropes - Part 1: General requirements |
EN 12385-10:2003+A1:2008 | Steel wire ropes - Safety - Part 10: Spiral ropes for general structural applications |
EN 10244-3:2001 | Steel wire and wire products -Non-ferrous metallic coatings on steel wire - Part 3: Aluminium coatings |
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