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I.S. ENV 1995-1-2:1994

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 5: DESIGN OF TIMBER STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN

Available format(s)

Hardcopy , PDF

Superseded date

02-11-2005

Language(s)

English

Published date

01-01-1994

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 Normative References
  1.3 Definitions
  1.4 Symbols
  1.5 Units
2 Basic principles
  2.1 Performance requirements
  2.2 Actions
  2.3 Design values of material properties
  2.4 Basic design procedure
  2.5 Assessment methods
       2.5.1 General
       2.5.2 Global structural analysis
       2.5.3 Analysis of parts of the structure
       2.5.4 Member analysis
3 Materials
  3.1 Charring depths
  3.2 Fire protective cladding
  3.3 Adhesives
4 Structural fire design
  4.1 Effective cross-section method
  4.2 Reduced strength and stiffness method
  4.3 General calculation methods
  4.4 Special rules
       4.4.1 General
       4.4.2 Beams
       4.4.3 Columns
       4.4.4 Mechanically jointed components
       4.4.5 Bracings
       4.4.6 Floors and walls
  4.5 Joints
       4.5.1 General
       4.5.2 Unprotected joints with side members of wood
       4.5.3 Unprotected joints with external steel plates
       4.5.4 Protected joints
Annex A (Normative) Reduced strength and stiffness method
        for standard fire exposure
Annex B (Normative) Supplementary rules for joints with
        unprotected fasteners
  B.1 Joints with unprotected nails
  B.2 Joints with unprotected bolts
  B.3 Joints with unprotected dowels
  B.4 Connectors
  B.5 Joints with steel plates
Annex C (Normative) Walls and floors
  C.1 Scope
  C.2 Design procedure
       C.2.1 General
       C.2.2 Load bearing constructions
       C.2.3 Separating members
  C.3 Failure times
       C.3.1 Wood and wood-based panels
       C.3.2 Non-combustible panels and insulating
              layers
  C.4 Minimum dimensions
       C.4.1 Minimum dimensions
       C.4.2 Detailing of panel connections
       C.4.3 Connections to adjoining floors and walls
Annex D (Informative) Parametric Fire Exposure
  D.1 General
  D.2 Charring rates and charring depths
  D.3 Load bearing capacity of members in edgewise
       bending
Annex E (Informative) Thermal properties

Deals with the design of timber structures for the accidental situation of fire exposure.

DocumentType
Standard
Pages
50
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
ENV 1995-1-2 : DRAFT 94 Identical

ENV 1991-2-2 : 1995 EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES EXPOSED TO FIRE
EN 301:2017 Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements
EN 306:1997 Heat exchangers - Methods of measuring the parameters necessary for establishing the performance
EN 338:2016 Structural timber - Strength classes
EN 313-1:1996 Plywood - Classification and terminology - Part 1: Classification
EN 309:2005 Particleboards - Definition and classification
ENV 1993-1-2 : DRAFT 95 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN

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