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CSA S471 : 2004

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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
Available format(s)

Hardcopy , PDF

Withdrawn date

08-01-2012

Language(s)

English

Published date

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
EN ISO 19902:2007/A1:2013 PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES (ISO 19902:2007/AMD 1:2013)
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
S408-11 Guidelines for the development of limit states design standards
A23.3-14 Design of concrete 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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