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I.S. ENV 1991-2-5:1997

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by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 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 2-5: ACTIONS ON STRUCTURES - THERMAL ACTIONS

Available format(s)

Hardcopy , PDF

Superseded date

19-12-2003

Superseded by

I.S. EN 1991-1-5:2003

Language(s)

English

Published date

01-01-1997

Preview

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$195.20
Including GST where applicable

Foreword
Objectives of the Eurocodes
Background to the Eurocode Programme
Eurocode Programme
National Application Documents (NAD's)
Matters Specific to this Prestandard
1 General
  1.1 Scope
      1.1.1 Scope of ENV 1991-Eurocode 1
      1.1.2 Scope of ENV 1991-2-5 Thermal Actions
      1.1.3 Further Parts of ENV 1991
  1.2 Normative references
  1.3 Distinction between principles and application
      rules
  1.4 Definitions
  1.5 Symbols
2 Classification of actions
3 Design situations
4 Representation of actions
5 Temperature changes in buildings
  5.1 General
      5.1.1 Building structures
      5.1.2 Cladding elements
      5.1.3 Determination of temperature profiles
6 Temperature changes in bridges
  6.1 Bridge decks
      6.1.1 Bridge deck groupings
      6.1.2 Treatment of thermal actions
      6.1.3 Uniform temperature component - characteristic
            values
      6.1.4 Linear temperature component - characteristic
            values
      6.1.5 Co-existence of uniform and linear temperature
            components
      6.1.6 Differences in effective temperature between
            different structural elements
  6.2 Bridge piers
      6.2.1 Treatment of thermal actions
      6.2.2 Temperature differences - characteristic value
7 Temperature changes in industrial chimneys and pipelines
  7.1 General
  7.2 Temperature components - characteristic values
      7.2.1 Shade air temperature
      7.2.2 Solar radiation
      7.2.3 Flue gas temperature
      7.2.4 Effective element temperature
  7.3 Thermal actions to be considered
  7.4 Determination of temperature components
  7.5 Characteristic values of temperature components
      (indicative values)
  7.6 Combination of actions
Annex A Isotherms of national minimum and maximum shade
        air temperatures (Informative)
Annex B Models for the assessment of non-linear thermal
        actions in bridges (Normative)
Annex C Determination of temperature effects in bridge
        decks (Informative)
Annex D Coefficients of linear expansion (Informative)

Covers rules and methods of calculating thermal actions on buildings, bridges and other structures including their structural components.

DocumentType
Standard
Pages
67
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1991-2-5 : DRAFT AUG 1997 Identical

ENV 1991-3:1995/AC:1998 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - TRAFFIC LOADS ON BRIDGES
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 1991-2-3 : 1995 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - SNOW LOADS
ENV 1991-5 : 1998 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES
ENV 1991-2-6 : DRAFT 1997 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - ACTIONS DURING EXECUTION
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 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)
ENV 1991-2-7 : DRAFT 98 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - ACCIDENTAL ACTIONS DUE TO IMPACT AND EXPLOSIONS

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