BS EN 1993-3-2:2006

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
  1.6 Symbols used in Part 3.2 of Eurocode 3
2 Basis of design
  2.1 Requirements
  2.2 Principles of limit state design
  2.3 Actions and environmental influences
  2.4 Ultimate limit state verifications
  2.5 Geometrical data
  2.6 Durability
3 Materials
  3.1 General
  3.2 Structural steels
  3.3 Connections
4 Durability
  4.1 Allowance for corrosion
  4.2 External corrosion allowance
  4.3 Internal corrosion allowance
5 Structural analysis
  5.1 Modelling of the chimney for determining
      action effects
  5.2 Calculation of internal stress resultants
      and stresses
6 Ultimate limit states
  6.1 General
  6.2 Structural shells
  6.3 Safety assessment of other structural
      elements of the chimney
  6.4 Joints and connections
  6.5 Welded connections
7 Serviceability limit states
  7.1 Basis
  7.2 Deflections
8 Design assisted by testing
9 Fatigue
  9.1 General
  9.2 Fatigue loading
  9.3 High cycle fatigue resistances
  9.4 Safety assessment
  9.5 Partial factors for fatigue
Annex A [normative] - Reliability differentiation and
                      partial factors for actions
      A.1 Reliability differentiation for steel
          chimneys
      A.2 Partial factors for actions
Annex B [informative] - Aerodynamic and damping
                        measures
      B.1 General
      B.2 Aerodynamic measures
      B.3 Dynamic vibration absorber
      B.4 Cables with damping devices
      B.5 Direct damping
Annex C [informative] - Fatigue resistances and
                        quality requirements
      C.1 General
      C.2 Enhancement of fatigue strength for special
          quality requirements
Annex D [informative] - Design assisted by testing
      D.1 General
      D.2 Definition of the logarithmic damping
          decrement
      D.3 Procedure for measuring the logarithmic
          damping decrement
Annex E [informative] - Execution
      E.1 General
      E.2 Execution tolerances
      E.3 Quality of welds and fatigue