I.S. ENV 1992-4:1999

Foreword
1 Introduction
  1.1 Scope
      1.1.1 Scope of Part 4 of Eurocode 2
  1.7 Special symbols used in Part 1 of Eurocode 2
      1.7.5 Special symbols used in Part 4 of Eurocode 2
2 Basis of design
  2.2 Definitions and classifications
      2.2.2 Actions
  2.3 Design requirements
      2.3.1 General
      2.3.2 Ultimate limit states
      2.3.3 Partial safety factors for ultimate limit
            states
      2.3.4 Serviceability limit states
  2.5 Analysis
      2.5.1 General provisions
      2.5.6 Determination of the effects of temperature
3 Material properties
  3.1 Concrete
      3.1.2 Normal weight concrete
4 Section and member design
  4.1 Durability requirements
      4.1.6 Abrasion
      4.1.7 Surfaces of structures designed to contain
            potable water
  4.2 Design data
      4.2.1 Concrete
  4.3 Ultimate limit states
      4.3.2 Shear
      4.3.6 Design for dust explosions
  4.4 Serviceability limit states
      4.4.2 Limit states of cracking
5 Detailing provisions
  5.3 Prestressing units
      5.3.3 Horizontal and vertical spacing
      5.3.4 Anchorage's and couplers for prestressing
            tendons
  5.4 Structural members
      5.4.7 Reinforced concrete walls
      5.4.9 Prestressed walls
Appendix 105 (Informative) Effect of temperature on the
             properties of concrete
Appendix 106 (Informative) Calculation of strains and
             stresses in uncracked concrete sections
             subject to restrained imposed deformations
Appendix 107 (Informative) Calculation of leakage through
             cracks in elements retaining liquids