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I.S. ENV 1993-4-1:2000

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 4-1: SILOS, TANKS AND PIPELINES - SILOS
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Superseded date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.

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 4.1 of Eurocode 3
  1.7 Terminology
  1.8 Sign conventions
2 Basis of design
  2.1 Fundamental requirements
  2.2 Assumptions
  2.3 Reliability differentiation
  2.4 Limit states
  2.5 Actions and environmental effects
  2.6 Material properties
  2.7 Geometrical data
  2.8 Modelling of the silo for determining action effects
  2.9 Design assisted by testing
  2.10 Action effects for ultimate limit state verifications
  2.11 Durability
  2.12 Fire resistance
3 Properties of materials
  3.1 General
  3.2 Structural steels
  3.3 Stainless steels
  3.4 Special alloy steels
  3.5 Toughness requirements
4 Basis for structural analysis
  4.1 Ultimate limit states
  4.2 Analysis of the structure of a shell silo
  4.3 Analysis of the box structure of a rectangular silo
  4.4 Equivalent orthotropic properties of corrugated sheeting
5 Design of cylindrical walls
  5.1 Basis
  5.2 Distinctions between cylindrical shell forms
  5.3 Resistance of silo cylindrical walls
  5.4 Special support conditions for cylindrical walls
  5.5 Detailing for openings in cylindrical walls
  5.6 Serviceability limit states
6 Design of conical hoppers
  6.1 Basis
  6.2 Distinctions between hopper shell forms
  6.3 Resistance of conical hoppers
  6.4 Considerations for special hopper structures
  6.5 Serviceability limit states
7 Design of circular conical roof structures
  7.1 Basis
  7.2 Distinctions between roof structural forms
  7.3 Resistance of circular conical silo roofs
8 Design of transition junctions and supporting ring girders
  8.1 Basis
  8.2 Analysis of the junction
  8.3 Structural resistances
  8.4 Limit state verifications
  8.5 Considerations concerning support arrangements for
       the junction
9 Design of rectangular and planar-sided silos
  9.1 Basis
  9.2 Classification of structural forms
  9.3 Resistance of vertical walls
  9.4 Silos with internal ties
  9.5 Strength of pyramidal hoppers
  9.6 Vertical stiffeners on box walls
  9.7 Serviceability limit states
Annex A (normative) Actions and combinations of actions on
        silos
      A.1 Actions for combinations
      A.2 Design situations and action combinations for
          Reliability Classes 2 and 3
      A.3 Action combinations for Reliability Class 1
Annex B (informative) Simplified rules for circular silos
        in Reliability Class 1
      B.1 Action combinations for Reliability Class 1
      B.2 Action effect assessment
      B.3 Ultimate limit state assessment
Annex C (informative) Expressions for membrane stresses in
        conical hoppers
Annex D (informative) Distribution of wind pressure around
        circular silo structures
Annex E (informative) References
      E.1 References on cylindrical silo structures
      E.2 References on rectangular silo structures
      E.3 References on corrugated silo structures

Gives principles and application rules for the structural design of steel silos of circular or rectangular plan-form, being free standing or supported.

DocumentType
Standard
Pages
100
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1993-4-1 : DRAFT 1999 Identical

ENV 1993-4-2 : DRAFT 1999 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 4-2: SILOS, TANKS AND PIPELINES - TANKS
NFP 22 630 : 1992 XP STEEL CONSTRUCTION - STEEL SILOS - DESIGN LOADS IN 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
ISO 3898:2013 Bases for design of structures — Names and symbols of physical quantities and generic quantities
ENV 1998-4 : 1998 EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - SILOS, TANKS AND PIPELINES
EN 10025:1990/A1:1993 HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS
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 4997:2015 Cold-reduced carbon steel sheet of structural quality
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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