DD ENV 1992-4:2000

Committees responsible
National foreword
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
                      2.2.2.3 Representative values of
                                 variable actions
      2.3 Design requirements
             2.3.1 General
             2.3.2 Ultimate limit states
                      2.3.2.2 Combinations of actions
             2.3.3 Partial safety factors for ultimate
                      limit states
                      2.3.3.1 Partial safety factors for
                                 actions on structures
             2.3.4 Serviceability limit states
      2.5 Analysis
             2.5.1 General provisions
                      2.5.1.1 General
             2.5.6 Determination of the effects of
                      temperature
                      2.5.6.1 General
3 Material properties
      3.1 Concrete
             3.1.2 Normal weight concrete
                                 3.1.2.5.4 Coefficient of
                                              thermal
                                              expansion
                                 3.1.2.5.5 Creep and
                                              shrinkage
                                 3.1.2.5.6 Specific heat
                                              capacity of
                                              concrete
                      3.1.2.6 Heat evolution and
                                 temperature development due
                                 to hydration
4 Section and member design
      4.1 Durability requirements
             4.1.6 Abrasion
                      4.1.6.1 General
             4.1.7 Surfaces of structures designed to
                      contain potable water
      4.2 Design data
             4.2.1 Concrete
                      4.2.1.5 Temperature effects due to
                                 hydration of cement
      4.3 Ultimate limit states
             4.3.2 Shear
                      4.3.2.1 General
                      4.3.2.4 Elements requiring design
                                 shear reinforcement
                                 4.3.2.4.4 Variable strut
                                              inclination
                                              method
             4.3.6 Design for dust explosions
                      4.3.6.1 General
                      4.3.6.2 Design of structural elements
      4.4 Serviceability limit states
             4.4.2 Limit states of cracking
                      4.4.2.1 General considerations
                      4.4.2.3 Control of cracking without
                                 direct calculation
                      4.4.2.4 Calculation of crack width
                      4.4.2.5 Minimizing cracking due to
                                 restrained impaired
                                 deformations
5 Detailing provisions
      5.3 Prestressing units
             5.3.3 Horizontal and vertical spacing
                      5.3.3.2 Post-tensioning
             5.3.4 Anchorage's and couplers for
                      prestressing tendons
      5.4 Structural members
             5.4.7 Reinforced concrete walls
                      5.4.7.5 Corner connections between
                                 walls
                      5.4.7.6 Provision of movement joints
             5.4.9 Prestressed walls
                      5.4.9.1 Minimum reinforcement areas
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

Information is provided by NAD to enable ENV 1992-4:1998 (hereafter referred to as EC2: Part 4) to be used for the design of structures to be constructed in the UK. To be used in conjunction with DD ENV 1992-1-1:1992, the NAD of which refers to BSI publication for values of actions.