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Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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
Hardcopy , PDF
02-11-2005
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.
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
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