CSA S471 : 2004
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
GENERAL REQUIREMENTS, DESIGN CRITERIA, THE ENVIRONMENT, AND LOADS
Hardcopy , PDF
08-01-2012
English
01-01-2004
Technical Committee on General Requirements (S471),
Foundations (S472), and Sea Operations (S475)
Working Group on Accidental Loads
Working Group on Ice Accretion
Working Group on Ice Loads
Integration and Safety Check Working Group
Metocean Working Group
Seismic Working Group
Preface
1 Scope
1.1 General
1.2 Alternative design method
1.3 Qualifications
1.4 Mandatory language
2 Reference publications
3 Definitions and symbols
3.1 Definitions
3.2 Symbols
4 General requirements
4.1 Coordination and design life
4.2 Quality assurance
4.3 Documentation
4.3.1 General
4.3.2 Environmental information
4.3.3 Design drawings
4.3.4 Shop details
4.3.5 As-built drawings
4.4 Design principles
4.4.1 Objectives
4.4.2 Safety classes
4.4.3 Reliability levels
4.5 Design methods
4.5.1 Limit states design
4.5.2 Probabilistic design methods
4.5.3 Limit states
4.5.4 Verification of safety
4.5.5 System ductility and reserve capacity for rare and
accidental loads
4.5.6 Verification of serviceability
4.5.7 Structural analysis
4.6 Mitigation and prevention of accidental events
4.7 Ancillary components
4.8 Air gap
4.9 Surface drainage
4.10 Ice ride-up or ride-down
4.11 Ice management
4.12 Scour
4.13 Lightning protection
4.14 Corrosion protection
4.15 Access for inspection and reference marking
4.16 Decommissioning
5 Environmental conditions
5.1 General
5.2 Meteorology
5.2.1 Wind
5.2.2 Air and sea temperature
5.2.3 Snow and ice accretion
5.2.4 Other meteorological information
5.3 Oceanography
5.3.1 Wind-generated waves
5.3.2 Other waves
5.3.3 Spray
5.3.4 Currents
5.3.5 Water level
5.3.6 Water mass properties
5.3.7 Marine growth
5.4 Sea ice and icebergs
5.4.1 General
5.4.2 Ice types and zones
5.4.3 Ice movement rates
5.4.4 Ice properties
5.5 Seabed geology
5.6 Earthquakes
5.6.1 General
5.6.2 Earthquake hazard investigations
5.6.3 Earthquake design data
6 Loads and load combinations
6.1 General
6.2 Permanent loads, G
6.2.1 General
6.2.2 Categories of dead loads
6.2.3 Categories of deformation loads
6.2.4 Determination of permanent loads
6.3 Operational loads, Q
6.3.1 Categories of operational loads
6.3.2 Determination of operational loads
6.3.3 Physically limited operational loads
6.4 Accidental loads, A
6.4.1 General
6.4.2 Categories of accidental events
6.4.3 Determination of accidental loads
6.5 Environmental loads, E
6.5.1 General
6.5.2 Categories of frequent environmental processes
6.5.3 Categories of rare environmental events
6.6 Loads based on frequent environmental processes
6.7 Loads based on rare environmental events
6.8 Companion frequent environmental processes
6.9 Environmental loads for design life phases of short
duration
6.10 Determination of wind loads
6.11 Determination of wave and current loads
6.12 Determination of ice loads
6.13 Determination of seismic effects
6.14 Load factors and load combinations
Annexes
A - Safety classes
B - Sources of environmental information
C - Determination of wind loads
D - Determination of wave and current loads
E - Determination of ice loads
F - Earthquakes
G - Relevant Standards and other publications
H - Accidental loads
I - Ice accretion on offshore structures
Tables
Specifies minimum requirements for and provides guidance on design principles, safety levels, and loads in connection with the design, construction, transportation, installation, and decommissioning of offshore structures.
DevelopmentNote |
Supersedes CSA S471.1 (11/2006)
|
DocumentType |
Standard
|
Pages |
124
|
PublisherName |
Canadian Standards Association
|
Status |
Withdrawn
|
Supersedes |
BS ISO 19903 : 2006 AMD 16926 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED CONCRETE OFFSHORE STRUCTURES |
CSA S474 :2004 | CONCRETE STRUCTURES |
CAN/CSA-ISO 19903:07 (R2017) | Petroleum and natural gas industries - Fixed concrete offshore structures (Adopted ISO 19903:2006, first edition, 2006-12-01) |
CSA Z662.1 : 2013 | COMMENTARY ON CSA Z662-07, OIL AND GAS PIPELINE SYSTEMS |
I.S. EN ISO 19903:2006 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED CONCRETE OFFSHORE STRUCTURES |
BS EN ISO 19902 : 2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
17/30298929 DC : DRAFT SEP 2017 | BS EN ISO 19906 - PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
CSA S472 : 2004 | FOUNDATIONS |
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 |
CSA ISO 19903 : 2007 : R2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED CONCRETE OFFSHORE STRUCTURES |
CSA ISO 19903 : 2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED CONCRETE OFFSHORE STRUCTURES |
CSA S473 : 2004 | STEEL STRUCTURES |
CSA Z662 PACKAGE : 2011 | CONSISTS OF Z662-11, OIL AND GAS PIPELINE SYSTEMS AND Z662.1-11, COMMENTARY ON CSA Z662-11, OIL AND GAS PIPELINE SYSTEMS |
I.S. EN ISO 19902:2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
BS EN ISO 19906:2010 | Petroleum and natural gas industries. Arctic offshore structures |
CSA ISO 19906 : 2011 : R2016 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
CAN/CSA-Z662-15 | Oil and gas pipeline systems |
BS EN ISO 19903:2006 | Petroleum and natural gas industries. Fixed concrete offshore structures |
EN ISO 19903:2006 | Petroleum and natural gas industries - Fixed concrete offshore structures (ISO 19903:2006) |
CSA S474 : 2004 : R2014 | CONCRETE STRUCTURES |
API 2N : 2015 | PLANNING, DESIGNING, AND CONSTRUCTING STRUCTURES AND PIPELINES FOR ARCTIC CONDITIONS |
BS EN ISO 16708:2006 | Petroleum and natural gas industries. Pipeline transportation systems. Reliability-based limit state methods |
ISO 19902:2007 | Petroleum and natural gas industries Fixed steel offshore structures |
ISO 19903:2006 | Petroleum and natural gas industries Fixed concrete offshore structures |
ISO 16708:2006 | Petroleum and natural gas industries — Pipeline transportation systems — Reliability-based limit state methods |
EN ISO 16708:2006 | Petroleum and natural gas industries - Pipeline transportation systems - Reliability-based limit state methods (ISO 16708:2006) |
EN ISO 19906:2010 | Petroleum and natural gas industries - Arctic offshore structures (ISO 19906:2010) |
CSA S475 : 2003 | SEA OPERATIONS |
UNI EN ISO 19906 : 2012 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
ISO 19906:2010 | Petroleum and natural gas industries Arctic offshore structures |
I.S. EN ISO 19906:2010 | PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
UNI EN ISO 19902 : 2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
CSA S473 : 2004 | STEEL STRUCTURES |
CSA S16 : 2014 | DESIGN OF STEEL STRUCTURES |
CSA S473.1 : 0 | COMMENTARY TO CSA STANDARD S473, STEEL STRUCTURES |
CSA S474.1 : M89 | COMMENTARY TO CSA PRELIMINARY STANDARD S473-M1989 STEEL STRUCTURES |
ISO 9004:2009 | Managing for the sustained success of an organization A quality management approach |
CSA S472 : 2004 | FOUNDATIONS |
CSA S475 : 2003 | SEA OPERATIONS |
ISO 9001:2015 | Quality management systems — Requirements |
ISO 9000:2015 | Quality management systems — Fundamentals and vocabulary |
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