ISO 12494:2017
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Atmospheric icing of structures
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English
30-03-2017
ISO 12494:2017 describes the general principles of determining ice load on structures of the types listed in this clause.
In cases where a certain structure is not directly covered by this or another standard or recommendation, designers can use the intentions of this document. However, it is the user's responsibility to carefully consider the applicability of this document to the structure in question.
The practical use of all data in this document is based upon certain knowledge of the site of the structure. Information about the degree of "normal" icing amounts (= ice classes) for the site in question is used. For many areas, however, no information is available.
Even in such cases, this document can be useful because local meteorologists or other experienced persons should be able to, on the safe side, estimate a proper ice class. Using such an estimate in the structural design will result in a much safer structure than designing without any considerations for problems due to ice.
CAUTION It is extremely important to design for some ice instead of no ice, and then the question of whether the amount of ice was correct is of less importance. In particular, the action of wind can be increased considerably due to both increased exposed area and increased drag coefficient.
ISO 12494:2017 is intended for use in determining ice mass and wind load on the iced structure for the following types of structure:
- masts;
- towers;
- antennas and antenna structures;
- cables, stays, guy ropes, etc.;
- rope ways (cable railways);
- structures for ski-lifts;
- buildings or parts of them exposed to potential icing;
- towers for special types of construction such as transmission lines, wind turbines, etc.
Atmospheric icing on electrical overhead lines is covered by IEC (International Electrotechnical Commission) standards.
This document is intended to be used in conjunction with ISO 2394.
NOTE Some typical types of structure are mentioned, but other types can also be considered by designers by thinking in terms of which type of structure is sensitive to unforeseen ice, and act thereafter.
Also, in many cases, only parts of structures are to be designed for ice loads because they are more vulnerable to unforeseen ice than is the whole structure.
Even if electrical overhead lines are covered by IEC standards, designers can use this document for the mast structures to overhead lines (which are not covered by IEC standards) if they so wish.
DevelopmentNote |
Supersedes ISO/FDIS 12494. (04/2017)
|
DocumentType |
Standard
|
Pages |
58
|
PublisherName |
International Organization for Standardization
|
Status |
Current
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Supersedes |
Standards | Relationship |
NEN ISO 12494 : 2017 | Identical |
UNE-EN 50341-1:2017 | Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications |
I.S. EN 1991-1-4:2005 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS (INCLUDING IRISH NATIONAL ANNEX) |
I.S. EN 50341-1:2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
I.S. EN ISO 19906:2010 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
BS EN 50341-1:2012 | Overhead electrical lines exceeding AC 1 kV General requirements. Common specifications |
BS EN ISO 19906:2010 | Petroleum and natural gas industries. Arctic offshore structures |
I.S. EN 1991-1-6:2005 | EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
DIN EN 1991-1-4:2010-12 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS |
ONORM B 1991-1-4 : 2013 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS - NATIONAL SPECIFICATIONS CONCERNING ONORM EN 1991-1-4 AND NATIONAL SUPPLEMENTS |
17/30298929 DC : DRAFT SEP 2017 | BS EN ISO 19906 - PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
07/30163355 DC : 0 | BS 1991-1-6 - UK NATIONAL ANNEX TO EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
BS ISO 35106:2017 | Petroleum and natural gas industries. Arctic operations. Metocean, ice, and seabed data |
NF EN 1993-3-1 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 3-1: TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS |
09/19984091 DC : DRAFT JAN 2009 | BS EN ISO 19906 - PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
CSA ISO 19906 : 2011 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
PREN 13107 : DRAFT 2013 | SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
ISO 19906:2010 | Petroleum and natural gas industries Arctic offshore structures |
UNE-EN 1993-3-1:2013 | Eurocode 3 - Design of steel structures - Part 3-1: Towers, masts and chimneys - Towers and masts |
EN 50341-1:2012 | Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications |
I.S. EN 13107:2015 | SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
DIN EN 1993-3-1:2010-12 | Eurocode 3: Design of steel structures - Part 3-1: Towers, masts and chimneys - Towers and masts (includes Corrigendum AC:2009) |
16/30286853 DC : 0 | BS ISO 35106 - PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OPERATIONS - METOCEAN, ICE, AND SEABED DATA |
13/30275585 DC : 0 | BS EN 13107 - SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
CSA ISO 19906 : 2011 : R2016 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
CEI EN 50341-1 : 2013 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
DIN EN 1991-1-6:2010-12 | Eurocode 1: Actions on structures - Part 1-6: General actions - Actions during execution (includes Corrigendum AC:2008) |
UNI EN 1991-1-6 : 2005 | EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
UNI EN 1991-1-4 : 2010 | EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS |
12/30260570 DC : 0 | BS EN 50341-1 - OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
ISO 35106:2017 | Petroleum and natural gas industries — Arctic operations — Metocean, ice, and seabed data |
BS EN 1991-1-6 NA : 2005 | UK NATIONAL ANNEX TO EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
BS EN 1993-3-1:2006 | Eurocode 3. Design of steel structures Towers, masts and chimneys |
UNI EN ISO 19906 : 2012 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
API 2N : 2015 | PLANNING, DESIGNING, AND CONSTRUCTING STRUCTURES AND PIPELINES FOR ARCTIC CONDITIONS |
UNI EN 1993-3-1 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 3-1: TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS |
ISO 22111:2007 | Bases for design of structures General requirements |
BS EN 13107:2015 | Safety requirements for cableway installations designed to carry persons. Civil engineering works |
BS EN 1991-1-4 : 2005 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-4: GENERAL ACTIONS - WIND ACTIONS |
BS EN 1991-1-6:2005 | Eurocode 1. Actions on structures General actions. Actions during execution |
EN ISO 19906:2010 | Petroleum and natural gas industries - Arctic offshore structures (ISO 19906:2010) |
PREN 50341-1 : DRAFT 2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
UNE-EN 1991-1-6:2018 | Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution. |
I.S. EN 1993-3-1:2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 3-1: TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS (INCLUDING IRISH NATIONAL ANNEX) |
ISO 4354:2009 | Wind actions on structures |
ISO 2394:2015 | General principles on reliability for structures |
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