EN 1993-1-7:2007/AC:2009
Current
The latest, up-to-date edition.
04-15-2009
Foreword
1 General
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Symbols
2 Basis of design
2.1 Requirements
2.2 Principles of limit state design
2.3 Actions
2.4 Design assisted by testing
3 Material properties
4 Durability
5 Structural analysis
5.1 General
5.2 Stress resultants in the plate
6 Ultimate limit state
6.1 General
6.2 Plastic limit
6.3 Cyclic plasticity
6.4 Buckling resistance
7 Fatigue
8 Serviceability limit state
8.1 General
8.2 Out of plane deflection
8.3 Excessive vibrations
Annex A [informative] - Types of analysis for the design of
plated structures
A.1 General
A.2 Linear elastic plate analysis (LA)
A.3 Geometrically nonlinear analysis (GNA)
A.4 Materially nonlinear analysis (MNA)
A.5 Geometrically and materially nonlinear analysis (GMNA)
A.6 Geometrically nonlinear analysis elastic with
imperfections included (GNIA)
A.7 Geometrically and materially nonlinear analysis
with imperfections included (GMNIA)
Annex B [informative] - Internal stresses of
unstiffened rectangular plates from small deflection
theory
B.1 General
B.2 Symbols
B.3 Uniformly distributed loading
B.4 Central patch loading
Annex C [informative] - Internal stresses of unstiffened
rectangular plates from large deflection theory
C.1 General
C.2 Symbols
C.3 Uniformly distributed loading on the total surface
of the place
C.4 Central patch loading
Committee |
CEN/TC 250
|
DevelopmentNote |
Supersedes ENV 1993-1-7. (07/2007)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Supersedes |
Standards | Relationship |
UNE-EN 1993-1-7:2013 | Identical |
SN EN 1993-1-7 : 2007 | Identical |
NEN EN 1993-1-7 : 2008 C1 2009 | Identical |
I.S. EN 1993-1-7:2007 | Identical |
PN EN 1993-1-7 : 2008 NA 2010 | Identical |
NF EN 1993-1-7 : 2007 | Identical |
NBN EN 1993-1-7 : 2007 COR 2009 | Identical |
BS EN 1993-1-7:2007 | Identical |
DIN EN 1993-1-7:2010-12 | Identical |
NS EN 1993-1-7 : 2007 AC 2009 | Identical |
UNI EN 1993-1-7 : 2007 | Identical |
I.S. EN 1993-1-7:2007+AC:2009 | Identical |
BS EN 1993-4-2 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
EN 1993-4-2:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1998-4:2007-01 | Eurocode 8: Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines |
UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
I.S. EN 1993-4-2:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
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 |
UNI EN 1090-2 : 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1993-4-3:2010-12 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES |
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 1993-4-3:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES |
DIN EN 13374:2013-07 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
EN 1090-2:2008+A1:2011 | 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 |
BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 13374:2013 | Temporary edge protection systems - Product specification - Test methods |
EN 1993-4-1:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
I.S. EN 1993-4-1:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
BS EN 1993-4-3:2007 | Eurocode 3. Design of steel structures Pipelines |
BS EN 1993-1-3:2006 | Eurocode 3. Design of steel structures General rules - Supplementary rules for cold-formed members and sheeting |
UNI EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
UNI EN 1993-4-3 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES |
I.S. EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
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) |
I.S. EN 1998-4:2006 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 4: SILOS, TANKS AND PIPELINES |
DIN EN 1993-4-2:2017-09 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
BS EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
BS EN 1998-4:2006 | Eurocode 8. Design of structures for earthquake resistance Silos, tanks and pipelines |
EN 1998-4:2006 | Eurocode 8 - Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines |
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 1993-4-3:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES |
BS EN 1993-4-1 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
11/30250535 DC : DRAFT DEC 2011 | BS EN 13374 - TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
DIN EN 1993-4-1:2017-09 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
KTA 3205.2 : 2015 COR 2016 | COMPONENT SUPPORT STRUCTURES WITH NON-INTEGRAL CONNECTIONS - PART 2: COMPONENT SUPPORT STRUCTURES WITH NON-INTEGRAL CONNECTIONS FOR PRESSURE AND ACTIVITY-RETAINING COMPONENTS IN SYSTEMS OUTSIDE THE PRIMARY CIRCUIT |
I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
EN 1993-4-1:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
EN 1993-1-5:2006/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS |
EN 1993-1-4:2006/A1:2015 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
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 1993-4-2:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
EN 1993-1-9:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
EN 1993-1-12:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-12: ADDITIONAL RULES FOR THE EXTENSION OF EN 1993 UP TO STEEL GRADES S 700 |
EN 1993-1-10:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
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