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EUROCODE 5 - DESIGN OF TIMBER STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
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Available format(s): Hardcopy, PDF
Superseded date: 11-02-2005
Language(s): English
Published date: 01-01-1995
Publisher: National Standards Authority of Ireland
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.Dates of withdrawal of national standards are available from NSAI.
FOREWORD1 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 REFERENCES2 BASIS OF DESIGN 2.1 FUNDAMENTAL REQUIREMENTS 2.2 DEFINITIONS AND CLASSIFICATIONS 2.3 DESIGN REQUIREMENTS 2.4 DURABILITY3 MATERIAL PROPERTIES 3.1 GENERAL 3.2 SOLID TIMBER 3.3 GLUED LAMINATED TIMBER 3.4 WOOD-BASED PANELS 3.5 ADHESIVES4 SERVICEABILITY LIMIT STATES 4.1 GENERAL REQUIREMENTS 4.2 JOINT SLIP 4.3 LIMITING VALUES OF DEFLECTION 4.4 VIBRATIONS5 ULTIMATE LIMIT STATES 5.1 BASIC RULES 5.2 COLUMNS AND BEAMS 5.3 COMPONENTS 5.4 ASSEMBLIES6 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 FASTENERS7 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 RAFTERSANNEXESANNEX A (INFORMATIVE) - DETERMINATION OF 5-PERCENTILE CHARACTERISTIC VALUES FROM TEST RESULTS AND ACCEPTANCE CRITERIA FOR A SAMPLEA1 SCOPEA2 DETERMINATION OF THE 5-P'ERCENTILE CHARACTERISTIC VALUE A2.1 REQUIREMENTS A2.2 METHODA3 ACCEPTANCE CRITERIA FOR A SAMPLE A3.1 REQUIREMENTS A3.2 METHODANNEX B (INFORMATIVE) - MECHANICALLY 30INTED BEAMSB1 GENERAL B1.1 CROSS SECTIONS B1.2 STRUCTURES AND ASSUMPTIONS B1.3 SPACINGS B1.4 DEFECTIONS RESULTING FROM BENDING MOMENTSB2 EFFECTIVE BENDING STIFFNESSB3 NORMAL STRESSESB4 MAXIMUM SHEAR STRESSB5 LOAD ON FASTENERSANNEX C (INFORMATIVE) - BUILT-UP COLUMNSC1 GENERAL C1.1 ASSUMPTIONS C1.2 LORD-CARRYING CAPACITYC2 MECHANICALLY JOINTED COLUMNS C2.1 ASSUMPTIONS C2.2 EFFECTIVE SLENDERNESS RATIO C2.3 LOAD ON FASTENERS C2.4 COMBINED LOADSC3 SPACED COLUMNS WITH PACKS OR GUSSETS C3.1 ASSUMPTIONS C3.2 AXIAL LOAD-CARRYING CAPACITY C3.3 LOAD ON FASTENERS GUSSETS AND PACKSC4 LATTICE COLUMNS WITH GLUED OR NAILED) JOINTS C4.1 STRUCTURES C4.2 LOAD-CARRYING CAPACITY C4.3 SHEAR FORCESANNEX D (NORMATIVE) - THE DESIGN OF TRUSSES WITH PUNCHED METAL PLATE FASTENERSD1 GENERALD2 JOINTSD3 GENERAL ANALYSISD4 SIMPLIFIED ANALYSISD5 STRENGTH VERIFICATION OF MEMBERSD6 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.
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