I.S. ENV 1995-1-1:1995
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 1-1: GENERAL RULES AND RULES FOR BUILDINGS
Hardcopy , PDF
11-02-2005
English
01-01-1995
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.
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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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