I.S. ENV 1995-1-2:1994
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 5: DESIGN OF TIMBER STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
Hardcopy , PDF
11-02-2005
English
01-01-1994
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Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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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Superseded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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