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ENV 1993-1-6 : DRAFT 1999

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES

Superseded date

02-01-2007

Published date

01-12-2013

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Foreword
1 General
  1.1 Scope
  1.2 Distinction between principles and application rules
  1.3 Normative references
  1.4 Definitions
  1.5 Units
  1.6 Symbols
  1.7 Sign conventions
2 Basis of design
  2.1 General
  2.2 Types of analysis
  2.3 Shell boundary conditions
3 Materials and geometry
  3.1 Material properties
  3.2 Design values of geometrical data
  3.3 Geometrical tolerances and geometrical imperfections
4 Ultimate limit states in steel shells
  4.1 Ultimate limit states to be considered
  4.2 Design concepts for the limit states design of shells
5 Stress resultants and stresses in shells
  5.1 Stress resultants in the shell
  5.2 Modelling of the shell for analysis
  5.3 Types of analysis
6 Plastic limit state (LSI)
  6.1 Design values of actions
  6.2 Stress design
  6.3 Design by global numerical MNA or GMNA analysis
  6.4 Direct design
7 Cyclic plasticity limit state (LS2)
  7.1 Design values of actions
  7.2 Stress design
  7.3 Design by global numerical MNA or GMNA analysis
  7.4 Direct design
8 Buckling limit state (LS3)
  8.1 Design values of actions
  8.2 Special definitions and symbols
  8.3 Buckling-relevant boundary conditions
  8.4 Buckling-relevant geometrical tolerances
  8.5 Stress design
  8.6 Design by global numerical LA or GNA analysis
  8.7 Design by global numerical GMNA analysis
  8.8 Design by global numerical GMNIA analysis
9 Fatigue limit state (LS4)
  9.1 Design values of actions
  9.2 Stress design
  9.3 Design by global numerical LA or GNA analysis
ANNEX A (normative) Membrane theory stresses in shells
      A.1 General
      A.2 Unstiffened cylindrical shells
      A.3 Unstiffened conical shells
      A.4 Unstiffened spherical shells
ANNEX B (normative) Additional expressions for plastic
        collapse resistances
      B.1 General
      B.2 Unstiffened cylindrical shells
      B.3 Ring stiffened cylindrical shells
      B.4 Junctions between shells
      B.5 Circular plates with axisymmetric boundary conditions
ANNEX C (normative) Expressions for linear elastic membrane and
        bending stresses
      C.1 General
      C.2 Clamped base unstiffened cylindrical shells
      C.3 Pinned base unstiffened cylindrical shells
      C.4 Internal conditions in unstiffened cylindrical shells
      C.5 Ring stiffener on cylindrical shell
      C.6 Circular plates with axisymmetric boundary conditions
ANNEX D (normative) Expressions for buckling design
      D.1 Unstiffened cylindrical shells of constant wall
          thickness
      D.2 Unstiffened cylindrical shells of stepwise variable
          wall thickness
      D.3 Unstiffened conical shells

Applicable to the structural design of plated steel structures that have the form of a shell of revolution.

Committee
TC 250
DocumentType
Draft
PublisherName
Comite Europeen de Normalisation
Status
Superseded

Standards Relationship
DIN V ENV 1993-1-6:2002-05 Identical
NEN NVN ENV 1993-1-6 : 1999 Identical
I.S. ENV 1993-1-6:2000 Identical
NBN ENV 119993 1-6 : 1999 Identical

I.S. EN 10219-2:2006 COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
I.S. ENV 1993-1-7:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-7: GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURAL ELEMENTS WITH OUT OF PLANE LOADING
I.S. ENV 1993-3-2:1998 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 3-2: TOWERS, MASTS AND CHIMNEYS - CHIMNEYS
I.S. ENV 1993-4-3:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-3: SILOS, TANKS AND PIPELINES - PIPELINES
10/30219381 DC : 0 BS EN 13084-7 - FREE-STANDING CHIMNEYS - PART 7: PRODUCT SPECIFICATIONS OF CYLINDRICAL STEEL FABRICATIONS FOR USE IN SINGLE WALL STEEL CHIMNEYS AND STEEL LINERS
03/105149 DC : DRAFT MAR 2003 PREN 14620-2 - DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREES C AND -165 DEGREES C - PART 2: METALLIC COMPONENTS
EN 10219-2:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
PREN 14620-2 : DRAFT 2003 DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREE C AND -165 DEGREE C - PART 2: METALLIC COMPONENTS
UNI EN 10219-2 : 2006 COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
BS EN 10219-2:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties
BS EN 14620-2:2006 Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0°C and -165°C Metallic components
EN 14620-2:2006 Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0 °C and -165 °C - Part 2: Metallic components
01/108802 DC : DRAFT DEC 2001 BS EN 13084-7 - FREE-STANDING INDUSTRIAL CHIMNEYS - CYLINDRICAL STEEL FABRICATIONS FOR USE IN SINGLE WALL STEEL CHIMNEYS AND STEEL CHIMNEY LINERS - PRODUCT SPECIFICATION
I.S. ENV 1993-4-1:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS
I.S. ENV 1993-4-2:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: SILOS, TANKS AND PIPELINES - TANKS

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