I.S. ENV 1993-3-2:1998

Foreword
1 General
  1.1 Scope
  1.2 Distinction between principles and application rules
  1.3 Normative references
  1.4 Definitions
  1.5 Symbols used in Part 3.2 of Eurocode 3
  1.6 Units
2 Basis of design
  2.1 General
  2.2 Assumptions
  2.3 Reliability differentiation
  2.4 Fundamental requirements
  2.5 Actions and environmental influences
  2.6 Modelling of the chimney for determining action effects
  2.7 Ultimate limit state verifications
  2.8 Geometrical data
  2.9 Durability
3 Materials
  3.1 General
  3.2 Structural steels
  3.3 Connections
  3.4 Guys and fittings
  3.5 Toughness requirements
4 Serviceability limit states
  4.1 Basis
  4.2 Deflections
5 Ultimate limit state
  5.1 Basis
  5.2 Calculation of internal stress resultants and
      stresses
  5.3 Safety assessment of the structural shell
  5.4 Safety assessment of other structural elements of
      the chimney
6 Connections
  6.1 Basis
  6.2 Bolted connections
  6.3 Welded connections
7 Fabrication and erection
  7.1 General
  7.2 Execution tolerances
  7.3 Quality of welds and fatigue
8 Design assisted by testing
  8.1 General
9 Fatigue verifications
  9.1 General
  9.2 Fatigue loading from vortex resonance
  9.3 High cycle fatigue resistances
  9.4 Safety assessment
  9.5 Low cycle fatigue effects
Annex A [informative] Supplementary rules to ENV 1991-2-4
        for the design of chimneys
Annex B [informative] Aerodynamic devices and damping
        measurements
Annex C [normative] Fatigue details
Annex D (informative] Damage assessment for high temperature
        creeping
Annex E [informative] Design assisted by testing

Applies to the structural design of vertical steel chimneys of circular or conical section.