FOREWORD
  BACKGROUND OF THE EUROCODE PROGRAMME
  STATUS AND FIELD OF APPLICATION OF EUROCODES
  NATIONAL STANDARDS IMPLEMENTING EUROCODES
  LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL
    SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS
  ADDITIONAL INFORMATION SPECIFIC TO EN 1990
  NATIONAL ANNEX FOR EN 1990
SECTION 1 GENERAL
  1.1 SCOPE
  1.2 NORMATIVE REFERENCES
  1.3 ASSUMPTIONS
  1.4 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES
  1.5 TERMS AND DEFINITIONS
      1.5.1 Common terms used in EN 1990 to EN 1999
      1.5.2 Special terms relating to design in general
      1.5.3 Terms relating to actions
      1.5.4 Terms relating to material and product properties
      1.5.5 Terms relating to geometrical data
      1.5.6 Terms relating to structural analysis
  1.6 SYMBOLS
SECTION 2 REQUIREMENTS
  2.1 BASIC REQUIREMENTS
  2.2 RELIABILITY MANAGEMENT
  2.3 DESIGN WORKING LIFE
  2.4 DURABILITY
  2.5 QUALITY MANAGEMENT
SECTION 3 PRINCIPLES OF LIMIT STATES DESIGN
  3.1 GENERAL
  3.2 DESIGN SITUATIONS
  3.3 ULTIMATE LIMIT STATES
  3.4 SERVICEABILITY LIMIT STATES
  3.5 LIMIT STATE DESIGN
SECTION 4 BASIC VARIABLES
  4.1 ACTIONS AND ENVIRONMENTAL INFLUENCES
      4.1.1 Classification of actions
      4.1.2 Characteristic values of actions
      4.1.3 Other representative values of variable actions
      4.1.4 Representation of fatigue actions
      4.1.5 Representation of dynamic actions
      4.1.6 Geotechnical actions
      4.1.7 Environmental influences
  4.2 MATERIAL AND PRODUCT PROPERTIES
  4.3 GEOMETRICAL DATA
SECTION 5 STRUCTURAL ANALYSIS AND DESIGN ASSISTED BY TESTING
  5.1 STRUCTURAL ANALYSIS
      5.1.1 Structural modelling
      5.1.2 Static actions
      5.1.3 Dynamic actions
      5.1.4 Fire design
  5.2 DESIGN ASSISTED BY TESTING
SECTION 6 VERIFICATION BY THE PARTIAL FACTOR METHOD
  6.1 GENERAL
  6.2 LIMITATIONS
  6.3 DESIGN VALUES
      6.3.1 Design values of actions
      6.3.2 Design values of the effects of actions
      6.3.3 Design values of material or product properties
      6.3.4 Design values of geometrical data
      6.3.5 Design resistance
  6.4 ULTIMATE LIMIT STATES
      6.4.1 General
      6.4.2 Verifications of static equilibrium and resistance
      6.4.3 Combination of actions (fatigue verifications
            excluded)
      6.4.4 Partial factors for actions and combinations of
            actions
      6.4.5 Partial factors for materials and products
  6.5 SERVICEABILITY LIMIT STATES
      6.5.1 Verifications
      6.5.2 Serviceability criteria
      6.5.3 Combination of actions
      6.5.4 Partial factors for materials
ANNEX A1 (NORMATIVE) APPLICATION FOR BUILDINGS
ANNEX B (INFORMATIVE) MANAGEMENT OF STRUCTURAL RELIABILITY FOR
        CONSTRUCTION WORKS
ANNEX C (INFORMATIVE) BASIS FOR PARTIAL FACTOR DESIGN AND
        RELIABILITY ANALYSIS
ANNEX D (INFORMATIVE) DESIGN ASSISTED BY TESTING
BIBLIOGRAPHY