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

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.