BS EN 1993-3-2:2006
Current
The latest, up-to-date edition.
Eurocode 3. Design of steel structures Towers, masts and chimneys
Hardcopy , PDF
English
05-30-2008
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
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