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ENV 1993-4-2 : 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Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 4-2: SILOS, TANKS AND PIPELINES - TANKS
Superseded date

02-01-2007

Published date

01-12-2013

Foreword
1 General
   1.1 Scope
   1.2 Distinction between principles and application rules
   1.3 Normative references
   1.4 Definitions
   1.5 S.I. units
   1.6 Symbols used in Part 4.2 of Eurocode 3
   1.7 Terminology
   1.8 Sign conventions
2 Basis of design
   2.1 Fundamental requirements
   2.2 Reliability differentiation
   2.3 Limit states
   2.4 Actions and environmental effects
   2.5 Material properties
   2.6 Geometrical data
   2.7 Modelling of the tank for determining action effects
   2.8 Design assisted by testing
   2.9 Action effects for ultimate limit state verifications
   2.10 Durability
3 Properties of materials
   3.1 General
   3.2 Structural steels
   3.3 Steels for pressure purposes
   3.4 Stainless steels
   3.5 Toughness requirements
4 Basis for structural analysis
   4.1 Ultimate limit states
   4.2 Analysis of the circular shell structure of a tank
   4.3 Analysis of the box structure of a rectangular tank
   4.4 Equivalent orthotropic properties of corrugated
        sheeting
5 Design of cylindrical walls
   5.1 Basis
   5.2 Distinction of cylindrical shell forms
   5.3 Resistance of the tank shell wall
   5.4 Considerations for supports and openings
   5.5 Serviceability limit states
6 Design of conical hoppers
7 Design of circular roof structures
   7.1 Basis
   7.2 Distinction of roof structural forms
   7.3 Resistance of circular roofs
   7.4 Considerations for individual structural forms
   7.5 Serviceability limit states
8 Design of transition junctions at the bottom of the shell
   and supporting ring girders
9 Design of rectangular and planar-sided tanks
   9.1 Basis
   9.2 Distinction of structural forms
   9.3 Resistance of vertical walls
   9.4 Serviceability limit states
10 Requirements on fabrication and erection with relation to
   design
11 Simplified design
   11.1 General
   11.2 Fixed roof design
   11.3 Shell design
   11.4 Bottom design
   11.5 Anchorage design
Annex A (normative) Actions, partial factors and combinations
        of actions on tanks
      A.1 General
      A.2 Actions
      A.3 Partial factors
      A.4 Combination of actions

Gives principles and application rules for the structural design of vertical cylindrical above ground steel tanks for the storage of liquid products with certain characteristics.

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

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 1993-1-6:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES
I.S. ENV 1993-4-3:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-3: SILOS, TANKS AND PIPELINES - PIPELINES
BS EN 14015:2004 Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above
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
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
DIN EN 14015:2005-02 Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above
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 14015:2004 Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above
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
I.S. ENV 1993-4-1:2000 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS

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