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ENV 1995-1-2 : DRAFT 94

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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Superseded date

01-11-2004

Published date

12-01-2013

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.

Committee
TC 250
DevelopmentNote
To be read in conjunction with ENV 1995-1-1 and ENV 1991-2-2. (07/2004)
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Superseded

CEN/TR 14819-2:2005 Safety recommendations for cableway installations designed to carry persons - Prevention and fight against fire - Part 2: Other funicular railways and other installations
CEN/TR 14819-1:2004 Safety recommendations for cableway installations designed to carry persons - Prevention and fight against fire - Part 1: Funicular railways in tunnels
13/30277104 DC : 0 BS EN 14389-1 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS
PREN 14389-2 : DRAFT 2013 ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS
00/106850 DC : DRAFT OCT 2000 PREN 13914-1 - THE DESIGN, PREPARATION AND APPLICATION OF EXTERNAL RENDERING AND INTERNAL PLASTERING - EXTERNAL RENDERING
PREN 14389-1 : DRAFT 2013 ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 1: ACOUSTICAL CHARACTERISTICS
PD CEN/TR 14819-2:2005 Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Other funicular railways and other installations
02/103010 DC : DRAFT APR 2002 PREN 13914-2 - DESIGN, PREPARATION AND APPLICATION OF EXTERNAL RENDERING AND INTERNAL PLASTERING - PART 2: INTERNAL PLASTERING
I.S. CEN TR 14819-1:2004 SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 1: FUNICULAR RAILWAYS IN TUNNELS
DD ENV 13381-2:2002 Test methods for determining the contribution to the fire resistance of structural members Vertical protective membranes
I.S. CEN TR 14819-2:2006 SAFETY RECOMMENDATIONS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - PREVENTION AND FIGHT AGAINST FIRE - PART 2: OTHER FUNICULAR RAILWAYS AND OTHER INSTALLATIONS
ENV 13381-2:2002 Test methods for determining the contribution to the fire resistance of stuctural members - Part 2: Vertical protective membranes
02/102266 DC : DRAFT MAR 2002 PREN 14389-2 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS
PD ISO/TR 12471:2004 Computational structural fire design. Review of calculation models, fire tests for determining input material data and needs for further development
13/30277107 DC : 0 BS EN 14389-2 - ROAD TRAFFIC NOISE REDUCING DEVICES - PROCEDURES FOR ASSESSING LONG TERM PERFORMANCE - PART 2: NON-ACOUSTICAL CHARACTERISTICS
DD ENV 13381-7:2002 Test methods for determining the contribution to the fire resistance of structural members Applied protection to timber members
ISO/TR 12471:2004 Computational structural fire design Review of calculation models, fire tests for determining input material data and needs for further development
I.S. ENV 13381-7:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 7: APPLIED PROTECTION TO TIMBER MEMBERS
I.S. ENV 13381-2:2002 TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES
03/310921 DC : 0 EN 14732-1 - TIMBER STRUCTURES - PREFABRICATED WALL, FLOOR AND ROOF ELEMENTS - PART 1: PRODUCT REQUIREMENTS
PD CEN/TR 14819-1:2004 Safety recommendations for cableway installations designed to carry persons. Prevention and fight against fire Funicular railways in tunnels
05/30134009 DC : DRAFT MAY 2005 EN 15254-1 - EXTENDED APPLICATION OF RESULTS FROM FIRE RESISTANCE TESTS - NON-LOADBEARING WALLS - PART 1: GENERAL
ENV 13381-7:2002 Test methods for determining the contribution to the fire resistance of structural members - Part 7: Applied protection to timber members

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