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I.S. ENV 1992-3:1999

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 3: CONCRETE FOUNDATIONS

Available format(s)

Hardcopy , PDF

Superseded date

24-02-2022

Language(s)

English

Published date

01-01-1999

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.


Dates of withdrawal of national standards are available from NSAI.

€59.00
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Foreword
1 Introduction
  1.1 Scope
      1.1.4 Scope of Part 3 of Eurocode 2
  1.4 Definitions
      1.4.3 Special terms used in Part 3 of Eurocode 2
2 Basis of design
  2.1 Fundamental requirements
  2.3 Design requirements
      2.3.3 Partial safety factors for ultimate limit
            states
  2.5 Analysis
      2.5.6 Special requirements for foundations
3 Material properties
  3.1 Concrete
      3.1.1 General
      3.1.2 Normal weight concrete
      3.1.3 Maximum size of aggregate
  3.5 Spacers
4 Section and member design
  4.1 Durability requirements
      4.1.3 Design
  4.3 Ultimate limit states
      4.3.1 Ultimate limit states for bending and
            longitudinal force
      4.3.4 Punching
      4.3.5 Ultimate limit states induced by structural
            deformations (buckling)
  4.4 Serviceability limit states
      4.4.2 Limit states of cracking
5 Detailing provisions
  5.1 General
      5.4.9 Particular aspects of foundations
6 Construction and workmanship
  6.2 Tolerances
      6.2.1 Tolerances - General
      6.2.2 Tolerances with regard to structural safety
  6.3 Construction rules
      6.3.5 Particular rules for foundations
7 Quality control
  7.5 Control of design
  7.6 Control of production and construction
      7.6.5 Check during construction
Appendix 1: Additional Provisions for the Determination
            of the Effects of Time-dependant Deformation
            of Concrete
Appendix 2: Non-linear Analysis
Appendix 3: Supplementary Information on the Ultimate
            Limit States Induced by Structural Deformations
Appendix 4: Checking Deflections by Calculation
Informative Appendix 105 Soil-structure Interaction
Informative Appendix 106 Anchorage by Welded Bars
Informative Appendix 107 Anchorage of Bars in Column and
                         Wall Footings
Informative Appendix 108 Machinery Foundations

Gives additional rules for the design of concrete elements in foundations, for buildings and civil engineering works and is concerned with the requirements for stability, strength, serviceability and durability for such elements.

DocumentType
Standard
Pages
24
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1992-3 : DRAFT 1998 Identical

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