Please select and order
€109.76
excl. VAT
Add to cart
Norm
ÖNORM EN 1993-3-2
Issue date: 2007 04 01
Eurocode 3: Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys
(1) This Part 3.2 of EN 1993 applies to the structural design of vertical steel chimneys of circular or
conical section. It covers chimneys that are cantilevered, suppor...
Valid
§ Legal References
Publisher:
Austrian Standards International
Format:
Digital | 34 Pages
Language:
German
| English
| Download GER/ENG
Optionally co-design standards:
(1) This Part 3.2 of EN 1993 applies to the structural design of vertical steel chimneys of circular or
conical section. It covers chimneys that are cantilevered, supported at intermediate levels or guyed.
(2) The provisions in this Part supplement those given in Part 1.1 of EN 1993.
(3) This Part 3.2 is concerned only with the requirement for resistance (strength, stability and fatigue) of
steel chimneys.
NOTE: In this context (i.e. resistance) the term chimney refers to:
a) chimney structures
b) the steel cylindrical elements of towers
c) the steel cylindrical shafts of guyed masts
(4) For provisions concerning aspects, such as chemical attack, thermo-dynamical performance or
thermal insulation see EN 13084-1. For the design of liners see EN 13084-6.
(5) Foundations in reinforced concrete for steel chimneys are covered in EN 1992 and EN 1997. See
also 4.7 and 5.4 of EN 13084-1.
(6) Wind loads are specified in EN 1991-1-4.
NOTE: Procedures for the wind response of guyed chimneys are given in annex B of EN 1993-3-1.
(7) This Part does not cover special provisions for seismic design, which are given in EN 1998-6. See
also 5.2.4.1 of EN 13084-1.
(8) Provisions for the guys and their attachments are given in EN 1993-3-1 and EN 1993-1-11.
(9) For the execution of steel chimneys, reference should be made to EN 1090, Part 2 and EN 13084-1.
NOTE: Execution is covered to the extent that is necessary to indicate the quality of the construction
materials and products that should be used and the standard of workmanship on site needed to comply with the
assumptions of the design rules.
(10) The following subjects are dealt with in EN 1993-3-2:
Section 1: General
Section 2: Basis of design
Section 3: Materials
Section 4: Durability
Section 5: Structural analysis
Section 6: Ultimate limit states
Section 7: Serviceability limit states
Section 8: Design assisted by testing
Section 9: Fatigue
ÖNORM EN 1993-3-2
2007 04 01
Eurocode 3: Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys
Norm
↖
ÖNORM ENV 1993-3-2
1998 03 01
Eurocode 3: Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys
Vornorm
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 1: General technical delivery conditions
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance
Norm
Issue date :
2005 02 01
Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition
Norm
Issue date :
2007 10 01
Welding - Fusion-welded joints in steel, nickel, titanium and their alloys (beam welding excluded) - Quality levels for imperfections (ISO 5817:2003, corrected version:2005, including Technical Corrigendum 1:2006)