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I.S. ENV 1993-4-2:2000

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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
Available format(s)

Hardcopy , PDF

Superseded date

10-12-2007

Language(s)

English

Published date

01-01-2000

Preview

For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.

Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

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.

DocumentType
Standard
Pages
52
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1993-4-2 : DRAFT 1999 Identical

ENV 1993-4-1 : DRAFT 1999 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS, TANKS AND PIPELINES - SILOS
ENV 1991-2-1 : DRAFT 1995 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - DENSITIES, SELF-WEIGHT AND IMPOSED LOADS
ENV 1991-4 : DRAFT 95 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS IN SILOS AND TANKS
ENV 1993-1-6 : DRAFT 1999 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES
ENV 1991-2-3 : 1995 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - SNOW LOADS
ENV 1991-1 : DRAFT 1994 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - BASIS OF DESIGN
ENV 1991-2-2 : 1995 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES EXPOSED TO FIRE
ENV 1998-4 : 1998 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - SILOS, TANKS AND PIPELINES
ENV 1993-1-7 : DRAFT 1999 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-7: GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURAL ELEMENTS WITH OUT OF PLANE LOADING
ENV 1991-2-4 : 1995 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - WIND ACTIONS (TOGETHER WITH UNITED KINGDOM NATIONAL APPLICATION DOCUMENT)
ISO 8930:1987 General principles on reliability for structures List of equivalent terms
ENV 1993-1-3:1996/AC:1997 EUROCODE 3: DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING
ENV 1991-2-5 : DRAFT AUG 1997 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - THERMAL ACTIONS
ENV 1993-1-1:1992/A2:1998 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS

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