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

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 1-1: GENERAL RULES AND RULES FOR BUILDINGS
Available format(s)

Hardcopy , PDF

Superseded date

02-11-2005

Language(s)

English

Published date

01-01-1995

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 INTRODUCTION
  1.1 SCOPE
  1.2 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
  1.3 ASSUMPTIONS
  1.4 DEFINITIONS
  1.5 S.I. UNITS
  1.6 SYMBOLS USED IN PART OF 1 EUROCODE 5
  1.7 REFERENCES
2 BASIS OF DESIGN
  2.1 FUNDAMENTAL REQUIREMENTS
  2.2 DEFINITIONS AND CLASSIFICATIONS
  2.3 DESIGN REQUIREMENTS
  2.4 DURABILITY
3 MATERIAL PROPERTIES
  3.1 GENERAL
  3.2 SOLID TIMBER
  3.3 GLUED LAMINATED TIMBER
  3.4 WOOD-BASED PANELS
  3.5 ADHESIVES
4 SERVICEABILITY LIMIT STATES
  4.1 GENERAL REQUIREMENTS
  4.2 JOINT SLIP
  4.3 LIMITING VALUES OF DEFLECTION
  4.4 VIBRATIONS
5 ULTIMATE LIMIT STATES
  5.1 BASIC RULES
  5.2 COLUMNS AND BEAMS
  5.3 COMPONENTS
  5.4 ASSEMBLIES
6 JOINTS
  6.1 GENERAL
  6.2 LATERAL LORD-CARRYING CAPACITY OF DOWEL-TYPE
      FASTENERS
  6.3 NAILED JOINTS
  6.4 STAPLED JOINTS
  6.5 BOLTED JOINTS
  6.6 DOWELLED JOINTS
  6.7 SCREWED JOINTS
  6.8 JOINTS MADE WITH PUNCHED METAL PLATE FASTENERS
7 STRUCTURAL DETAILING AND CONTROL
  7.1 GENERAL
  7.2 MATERIALS
  7.3 GLUED JOINTS
  7.4 JOINTS WITH MECHANICAL FASTENERS
  7.5 ASSEMBLY
  7.6 TRANSPORTATION AND ERECTION
  7.7 CONTROL
  7.8 SPECIAL RULES FOR DIAPHRAGM STRUCTURES
  7.9 SPECIAL RULES FOR TRUSSED RAFTERS
ANNEXES
ANNEX A (INFORMATIVE) - DETERMINATION OF 5-PERCENTILE
        CHARACTERISTIC VALUES FROM TEST RESULTS AND
        ACCEPTANCE CRITERIA FOR A SAMPLE
A1 SCOPE
A2 DETERMINATION OF THE 5-P'ERCENTILE CHARACTERISTIC
   VALUE
   A2.1 REQUIREMENTS
   A2.2 METHOD
A3 ACCEPTANCE CRITERIA FOR A SAMPLE
   A3.1 REQUIREMENTS
   A3.2 METHOD
ANNEX B (INFORMATIVE) - MECHANICALLY 30INTED BEAMS
B1 GENERAL
   B1.1 CROSS SECTIONS
   B1.2 STRUCTURES AND ASSUMPTIONS
   B1.3 SPACINGS
   B1.4 DEFECTIONS RESULTING FROM BENDING MOMENTS
B2 EFFECTIVE BENDING STIFFNESS
B3 NORMAL STRESSES
B4 MAXIMUM SHEAR STRESS
B5 LOAD ON FASTENERS
ANNEX C (INFORMATIVE) - BUILT-UP COLUMNS
C1 GENERAL
   C1.1 ASSUMPTIONS
   C1.2 LORD-CARRYING CAPACITY
C2 MECHANICALLY JOINTED COLUMNS
   C2.1 ASSUMPTIONS
   C2.2 EFFECTIVE SLENDERNESS RATIO
   C2.3 LOAD ON FASTENERS
   C2.4 COMBINED LOADS
C3 SPACED COLUMNS WITH PACKS OR GUSSETS
   C3.1 ASSUMPTIONS
   C3.2 AXIAL LOAD-CARRYING CAPACITY
   C3.3 LOAD ON FASTENERS GUSSETS AND PACKS
C4 LATTICE COLUMNS WITH GLUED OR NAILED) JOINTS
   C4.1 STRUCTURES
   C4.2 LOAD-CARRYING CAPACITY
   C4.3 SHEAR FORCES
ANNEX D (NORMATIVE) - THE DESIGN OF TRUSSES WITH PUNCHED
        METAL PLATE FASTENERS
D1 GENERAL
D2 JOINTS
D3 GENERAL ANALYSIS
D4 SIMPLIFIED ANALYSIS
D5 STRENGTH VERIFICATION OF MEMBERS
D6 STRENGTH VERIFICATION OF PUNCHED METAL PLATE FASTENERS
   D6.1 GENERAL
   D6.2 PLATE GEOMETRY
   D6.3 PLATE STRENGTH CAPACITIES
   D6.4 ANCHORAGE STRENGTHS
   D6.5 JOINT STRENGTH VERIFICATIONS

Applicable to the design of timber structures - i.e., structures made of timber (solid timber, sawn, planed or in pole form, and glued laminated timber) or wood-based panels jointed together with adhesives or mechanical fasteners.

DocumentType
Standard
Pages
132
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

I.S. 444:1998 THE USE OF STRUCTURAL TIMBER IN BUILDINGS

EN 335-2:2006 Durability of wood and wood-based products - Definition of use classes - Part 2: Application to solid wood
PREN 336 : DRAFT 2012 STRUCTURAL TIMBER - SIZES, PERMITTED DEVIATIONS
PREN 594 : DRAFT 2008 TIMBER STRUCTURES - TEST METHODS - RACKING STRENGTH AND STIFFNESS OF TIMBER FRAME WALL PANELS
PREN 384 : DRAFT 2013 STRUCTURAL TIMBER - DETERMINATION OF CHARACTERISTIC VALUES OF MECHANICAL PROPERTIES AND DENSITY
EN 301:2017 Adhesives, phenolic and aminoplastic, for load-bearing timber structures - Classification and performance requirements
ISO 2081:2008 Metallic and other inorganic coatings Electroplated coatings of zinc with supplementary treatments on iron or steel
EN 350-2:1994 Durability of wood and wood-based products - Natural durability of solid wood - Part 2: Guide to natural durability and treatability of selected wood species of importance in Europe
EN 26891:1991 Timber structures - Joints made with mechanical fasteners - General principles for the determination of strength and deformation characteristics (ISO 6891:1983)
EN 28970 : 1991 TIMBER STRUCTURES - TESTING OF JOINTS MADE WITH MECHANICAL FASTENERS - REQUIREMENTS FOR WOOD DENSITY
ISO 2631-2:2003 Mechanical vibration and shock — Evaluation of human exposure to whole-body vibration — Part 2: Vibration in buildings (1 Hz to 80 Hz)
ISO 8930:1987 General principles on reliability for structures List of equivalent terms
PREN 1075 : DRAFT 2013 TIMBER STRUCTURES - TEST METHODS - JOINTS MADE WITH PUNCHED METAL PLATE FASTENERS
PREN 338 : DRAFT 2013 STRUCTURAL TIMBER - STRENGTH CLASSES
EN 383:2007 Timber Structures - Test methods - Determination of embedment strength and foundation values for dowel type fasteners
EN 335-1:2006 Durability of wood and wood- based products - Definition of use classes - Part 1: General
EN 409:2009 Timber structures - Test methods - Determination of the yield moment of dowel type fasteners

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