We noticed you’re not on the correct regional site. Switch to our AMERICAS site for the best experience.
  • W59-13

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
    Add to Watchlist
    This Standard has been added successfully to your Watchlist.
    Please visit My Watchlist to see all standards that you are watching.
    Please log in or to add this standard to your Watchlist.
    We could not add this standard to your Watchlist.
    Please retry or contact support for assistance.
    You need to be logged in to add this standard to your Watchlist.
    Please log in now or create an account to add.
    You already added this Product in the Watchlist.

    Welded steel construction (metal arc welding)

    Available format(s):  Hardcopy, PDF

    Superseded date:  08-08-2019

    Language(s):  English, French

    Published date:  01-01-2013

    Publisher:  Canadian Standards Association

    Add to Watchlist

    Add To Cart

    Table of Contents - (Show below) - (Hide below)

    Preface
    1 Scope
    2 Definitions and reference publications
    3 General requirements
    4 Design of welded connections
    5 Electrodes, workmanship, and technique
    6 Stud welding
    7 Welding inspection
    8 Radiographic and ultrasonic examination of welds
    9 Strengthening and repair of existing structures
    10 Details and welding procedure requirements for prequalified
       joints
    11 Statically-loaded structures - Design and construction
    12 Cyclically-loaded structures - Design and construction
    Annexes
    A (informative) - Typical prequalified partial joint penetration
      groove welded joints with SMAW, FCAW, MCAW, and GMAW
    B (informative) - Plug and slot welds
    C (informative) - Prevention of cracks
    D (informative) - Welding symbols
    E (informative) - Welding definitions
    F (informative) - Geometric unsharpness and suggested report
      forms for examination of welds
    G (informative) - Example of weld quality requirements
    H (normative) - Material requirements for studs and stud base
      qualification requirements
    I (informative) - Flatness of girder webs - Clause 11
    J (informative) - Flatness of girder webs - Clause 12
    K (informative) - Arc spot welds
    L (informative) - Hollow structural section (HSS) connections
    M (informative) - Strength of welds
    N (informative) - Gas metal arc welding (GMAW)
    P (informative) - Guideline and commentary on alternative
      methods for determining preheat
    Q (informative) - Lamellar tearing
    R (informative) - The fatigue life of structures and postweld
      methods of fatigue life enhancement
    S (informative) - Allowable Stress Design
    T (informative) - Description and intended use of electrodes
      for gas metal arc welding
    U (normative) - Welding of fixed steel offshore structures
    V (informative) - Electrode classification cross-reference

    Abstract - (Show below) - (Hide below)

    Overview As Canada\'s premier welded construction standard,CSA W59 - Welded steel construction (metal arc welding) is designed for organizations involved in the welding of bridges, buildings, machinery, equipment and other products to help fabrication of the highest quality and to help protect public safety.. The standard details requirements for the design of welded connections, workmanship, inspection of welds, electrodes and base materials, prequalification and fabrication/construction techniques. A must for designers, engineers, inspectors, welding supervisors and others involved in any aspect of welded steel construction. This ninth edition covers welding requirements for most carbon and low-alloy welded steel construction and includes provisions which apply specifically to statically-loaded structures and to cyclically-loaded structures. CSA W59 includes provisions for the welding of offshore structures and includes new annexes for the classification of electrodes. Highlights: Now includes provisions for gas tungsten arc welding Added provisions for the prequalification of gas metal arc (pulsed transfer mode) and gas tungsten arc welding New Requirements for the welding of prequalified joints with multiple welding processes Offers greater clarity on roles and responsibilities for welding inspection Features new allowances for the use of alternative ultrasonic methods and alternative radiation imaging systems W59 Includes Provisions for the Following Processes: Shielded metal arc welding (SMAW) Submerged arc welding (SAW) Gas metal arc welding (GMAW) Gas tungsten arc welding (GTAW) Flux-cored arc welding (FCAW) Metal-cored arc welding (MCAW) Electroslag welding (ESW) Electrogas welding (EGW) Stud welding (SW)

    Scope - (Show below) - (Hide below)

    Preface This is the ninth edition of CSA W59, Welded steel construction (metal arc welding). It supersedes the previous editions published in 2003, 1989, 1984, 1982, 1977, 1970, 1946, and 1940. The following is a brief description of some of the most significant changes to the current edition of CSA W59: The Scope now acknowledges that provisions gas tungsten arc welding are now included in the Standard. Clause 3 has been revised to add requirements for the welding of pre-qualified joints with multiple welding processes. Clause 3 also acknowledges that joints welded by either gas tungsten arc or pulsed gas metal arc welding processes can now be deemed as pre-qualified. Several steels have been added to the pre-qualified list. In Clause 4, references to allowable stress design for welds have been deleted from the main body of the standard and moved to a non-mandatory annex (see Annex S). Clause 5 has been updated to include reference to gas tungsten arc welding and clarification on the requirements related to hydrogen designators. The section on stud welding has been reworked and moved to Clause 6. Clause 6 now contains requirements for stud welding; these requirements were previously in Clause 5.5.6. Clause 7 has been reworked to provide clarity on roles and responsibilities for welding inspection. In Clause 8, allowances for the use of alternative ultrasonic methods and alternative radiation imaging systems have been added. In Clause 10, all the figures have been reviewed for consistency. A major inclusion is the prequalified joint geometries for the gas tungsten arc welding process and the pulsed gas metal arc welding process. Clause 11, for statically loaded structures, has been changed in two ways. The first change is to remove the allowable stress design (ASD) design provisions from this Clause (see Annex S). The second change is to make the design provisions for fillet weld connections consistent with CSA S16-09. The changes to fillet weld design are as follows: the base metal check is no longer required; and there is now a method for designing joints combining longitudinal and transverse fillet welds (or any weld orientation in between). The materials tables have also been updated to reflect additional materials in use. In Clause 12, for cyclically loaded structures, the changes are similar to those made in Clause 11; ASD design provisions have been deleted (see Annex S) and design provisions for the ultimate strength of fillet welds have been made consistent with CSA S16-09. The materials tables have also been updated to reflect additional materials in use. As CSA W59 contains no commentary, various non-mandatory annexes have been included to generate a better understanding of certain aspects of welded steel construction. The annexes of the previous edition of W59 have generally been reviewed for clarity: Annex N has been revised to include additional information on the relationship between voltage and wire feed speed Annex P has been updated to alternative preheat determination methodologies. Annex R has been updated to add reference to Ultrasonic Impact Technology as a possible method of fatigue life enhancement. Annex S has been added to reference design provisions for allowable stress design from the previous edition of CSA W59. Annex T has been added to provide a description and intended use of electrodes for gas metal arc welding in consideration of the classification system of CAN/CSA-ISO 14341. Annex U has been added to provide welding requirements for fixed steel offshore structures previously contained in CSA S473, which has been withdrawn following the adoption of ISO 19902 as a National Standard of Canada (CAN/CSA-Z19902). The provisions of this Annex supersede the provisions for the welding of offshore structures contained in CSA S473. Annex V has been added to provide a comparison chart for previous electrode classifications used in the CSA W48 series of standards. This Standard was prepared by the Technical Committee on Welding of Bridges, Buildings, and Machinery and the Offshore Welding Task Group, under the jurisdiction of the Strategic Steering Committee on Construction and Civil Infrastructure, and has been formally approved by the Technical Committee. Scope 1.1 This Standard covers welding requirements for carbon and low-alloy welded steel construction, with the exception of those types listed in Clause 1.2. Requirements that are essentially common to all such structures are covered in Clauses 3 to 10, while provisions applying specifically to statically-loaded structures and to cyclically-loaded structures are included in Clauses 11 and 12, respectively. 1.2 This Standard is not intended to apply to pressure vessels or to structures governed by special codes such as those of the American Petroleum Institute, the American Society of Mechanical Engineers, or the American Water Works Association. 1.3 This Standard includes provisions for the following: (a) shielded metal arc welding (SMAW) (b) submerged arc welding (SAW) (c) gas metal arc welding (GMAW) (d) gas tungsten arc welding (GTAW) (e) flux-cored arc welding (FCAW) (f) metal-cored arc welding (MCAW) (g) electroslag welding (ESW) (h) electrogas welding (EGW) (i) stud welding (SW) processes. 1.4 The provisions of this Standard are not intended for use with steels having a specified minimum yield strength over 700 MPa (100 000 psi). 1.5 This Standard applies to the welding of base metals 3 mm (1/8 in) and thicker. In cases where base metals less than 3 mm (1/8 in) thick are to be welded to base metals 3 mm (1/8 in) and thicker, the requirements of AWS D1.3/AWS D1.3M and this Standard apply. In the case of any conflict between AWS D1.3/AWS D1.3M and this Standard, the requirements of this Standard govern. Note: In cases where base metals less than 3 mm (1/8 in) thick are to be welded to base metals less than 3 mm (1/8 in), the requirements of AWS D1.3/AWS D1.3M may be appropriate. 1.6 This Standard does not address safety problems associated with welding and welding practices. Note: CSA W117.2 addresses safety in welding, cutting, and allied processes, and should be followed in addition to any applicable workplace health and safety legislation in effect. It is the responsibility of the user of this Standard to establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to use. 1.7 This Standard does not address the welding of stainless steels. For welding of stainless steel, the provisions of AWS D1.6/AWS D1.6M may be used for the design of welded connections, prequalification, fabrication, and inspection. Note: See CSA W47.1 for guidance related to the qualification of welding personnel and welding procedures for stainless steel. 1.8 This Standard does not address underwater welding activities. 1.9 The values given in SI units are the units of record for the purposes of this Standard. The values given in parentheses are for information and comparison only. 1.10 In this Standard, \"shall\" is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; \"should\" is used to express a recommendation or that which is advised but not required; and \"may\" is used to express an option or that which is permissible within the limits of the standard. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.

    General Product Information - (Show below) - (Hide below)

    Development Note Supersedes CSA W59M & CSA W59S1. (02/2008) French Edition issued on 01-04-2014. (05/2014) GEN INS 2 2014 applied to French Edition only. (04/2015)
    Document Type Standard
    Publisher Canadian Standards Association
    Status Superseded
    Superseded By
    Supersedes

    Standards Referenced By This Book - (Show below) - (Hide below)

    CSA N287.3:14 (R2019) Design requirements for concrete containment structures for nuclear power plants
    CSA C83 : 2017 COMMUNICATION AND POWER LINE HARDWARE
    CSA W47.1 : 2009 : INC : UPD 7 : 2014 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA W47.1 : 2009 : INC : UPD 2 : 2011 : FR CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA A23.1 A23.2 : 2014 CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION/TEST METHODS AND STANDARD PRACTICES FOR CONCRETE
    CSA W47.1 : 2009 : R2014 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    Z151-17 Concrete pumps and placing booms
    CSA W47.1 : 2009 : INC : UPD 6 : 2013 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA W47.1 : 2009 : INC : UPD 3 : 2011 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA A660 : 2010 CERTIFICATION OF MANUFACTURERS OF STEEL BUILDING SYSTEMS
    CSA W47.1 : 2009 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA A660 : 2010 : INC : UPD 1 : 2010 : R2014 CERTIFICATION OF MANUFACTURERS OF STEEL BUILDING SYSTEMS
    CSA S16.1 : 0 LIMIT STATES DESIGN OF STEEL STRUCTURES
    CSA W47.1 : 2009 : INC : UPD 5 : 2012 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA B78.1 : 0 TECHNICAL DRAWINGS - GENERAL PRINCIPLES
    CSA Z323.1.2 : 1994 AUTOMOTIVE ADAPTIVE DRIVER CONTROLS (AADC) FOR PERSONS WITH PHYSICAL DISABILITIES
    A23.3-14 Design of concrete structures
    CSA B613 : 2000 : INC : UPD 2 : 2002 : R2012 PRIVATE RESIDENCE LIFTS FOR PERSONS WITH PHYSICAL DISABILITIES
    CSA S136-12 PACKAGE : 2012 CONSISTS OF S136-12 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS AND S136.1-12 - COMMENTARY ON NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS
    CSA W47.1 : 2009 : INC : UPD 4 : 2011 CERTIFICATION OF COMPANIES FOR FUSION WELDING OF STEEL
    CSA B355S1 : 2002 SUPPLEMENT 1 TO CSA B355 - LIFTS FOR PERSONS WITH PHYSICAL DISABILITIES
    CSA B354.1 : 2004 : R2016 PORTABLE ELEVATING WORK PLATFORMS
    CSA C227.4 : 2006 THREE-PHASE, PAD-MOUNTED DISTRIBUTION TRANSFORMERS WITH SEPARABLE INSULATED HIGH-VOLTAGE CONNECTORS
    CSA Z271 : 2010 : R2015 SAFETY CODE FOR SUSPENDED PLATFORMS
    CSA B311 : 2002 : R2012 SAFETY CODE FOR MANLIFTS
    CSA B354.5 : 2007 : R2016 MAST-CLIMBING WORK PLATFORMS
    CSA B352.0 : 2016 ROLL-OVER PROTECTIVE STRUCTURES (ROPS), FALLING OBJECT PROTECTIVE STRUCTURES (FOPS), OPERATOR PROTECTIVE STRUCTURES (OPS), AND TIP-OVER PROTECTIVE STRUCTURES (TOPS) FOR MOBILE MACHINERY - GENERAL CANADIAN REQUIREMENTS
    N287.2-17 Material requirements for concrete containment structures for nuclear power plants
    N287.5-11 (R2016) Examination and testing requirements for concrete containment structures for nuclear power plants
    CSA C2.1 : 2006 : R2011 SINGLE-PHASE AND THREE-PHASE LIQUID-FILLED DISTRIBUTION TRANSFORMERS
    CAN/CSA-C227.3-06 (R2017) Low-profile, single-phase, pad-mounted distribution transformers with separable insulated high-voltage connectors
    CAN/CSA-B311-02 (R2018) Safety Code for Manlifts
    CSA C2.2 : 2006 POLE-MOUNTED, SINGLE-PHASE DISTRIBUTION TRANSFORMERS FOR ELECTRIC UTILITIES
    CSA B354.5 : 2007 : INC : UPD 1 : 2008 : R2011 MAST-CLIMBING WORK PLATFORMS
    CSA Z107.9 : 2000 STANDARD FOR CERTIFICATION OF NOISE BARRIERS
    Z150.3-17 Safety code on articulating boom cranes
    CSA C2.2:2006 : R2011 POLE-MOUNTED, SINGLE-PHASE DISTRIBUTION TRANSFORMERS FOR ELECTRIC UTILITIES
    CSA C2.1 : 2006 SINGLE-PHASE AND THREE-PHASE LIQUID-FILLED DISTRIBUTION TRANSFORMERS
    CSA Z271 : 2010 : INC : UPD 1 : 2011 SAFETY CODE FOR SUSPENDED PLATFORMS
    CSA B354.4 : 2002 : R2013 SELF-PROPELLED BOOM-SUPPORTED ELEVATING WORK PLATFORMS
    CSA C227.3 : 2006 LOW-PROFILE, SINGLE-PHASE, PAD-MOUNTED DISTRIBUTION TRANSFORMERS WITH SEPARABLE INSULATED HIGH-VOLTAGE CONNECTORS
    CSA B354.4 : 2002 : R2007 : FR SELF-PROPELLED BOOM-SUPPORTED ELEVATING WORK PLATFORMS
    CSA B354.1:2004 PORTABLE ELEVATING WORK PLATFORMS
    CSA Z185 : 1987 : R2011 SAFETY CODE FOR PERSONNEL HOISTS
    CSA Z271 : 2010 SAFETY CODE FOR SUSPENDED PLATFORMS
    CSA Z256 : 1987 : R2016 SAFETY CODE FOR MATERIAL HOISTS
    CSA N287.5 :2011 EXAMINATION AND TESTING REQUIREMENTS FOR CONCRETE CONTAINMENT STRUCTURES FOR NUCLEAR POWER PLANTS
    CSA B311 : 2002 : INC : UPD 1 : 2003 : R2012 SAFETY CODE FOR MANLIFTS
    CAN/CSA-B354.6:17 Mobile elevating work platforms — Design, calculations, safety requirements, and test methods (Adopted ISO 16368:2010, second edition , 2010-05-15, with Canadian deviations)
    CAN/CSA-C2.2-06 (R2017) Pole-Mounted, Single-Phase Distribution Transformers for Electric Utilities
    CSA C227.5:2008 THREE-PHASE LIVE-FRONT PAD-MOUNTED DISTRIBUTION TRANSFORMERS
    CSA Z185 : 1987 SAFETY CODE FOR PERSONNEL HOISTS
    CSA Z256 : 1987 : R2006 SAFETY CODE FOR MATERIAL HOISTS
    CSA Z185 : 1987 : R2006 SAFETY CODE FOR PERSONNEL HOISTS
    CSA B354.5:2007 MAST-CLIMBING WORK PLATFORMS
    CSA S269.1 : 2016 FALSEWORK AND FORMWORK
    CSA B354.1 : 2004 : R2011 PORTABLE ELEVATING WORK PLATFORMS
    CAN/CSA-C2.1-06 (R2017) Single-Phase and Three-Phase Liquid-Filled Distribution Transformers
    CSA Z107.9 : 2000 : R2004 STANDARD FOR CERTIFICATION OF NOISE BARRIERS
    CSA Z185 : 1987 : R2016 SAFETY CODE FOR PERSONNEL HOISTS
    Z259.15-17 Anchorage connectors
    CSA C227.5 : 2008 : R2013 THREE-PHASE LIVE-FRONT PAD-MOUNTED DISTRIBUTION TRANSFORMERS
    CSA B354.3 : 0 SELF-PROPELLED ELEVATING WORK PLATFORMS FOR USE AS "OFF-SLAB" UNITS
    CSA B613 : 2000 : R2005 PRIVATE RESIDENCE LIFTS FOR PERSONS WITH PHYSICAL DISABILITIES
    CSA A344.1/A344.2 : 2005 USER GUIDE FOR STEEL STORAGE RACKS/STANDARD FOR THE DESIGN AND CONSTRUCTION OF STEEL STORAGE RACKS
    CSA B354.4:2002 SELF-PROPELLED BOOM-SUPPORTED ELEVATING WORK PLATFORMS
    CSA B311 : 2002 SAFETY CODE FOR MANLIFTS
    CSA C225 : 2010 : INC : UPD 1 : 2011 VEHICLE-MOUNTED AERIAL DEVICES
    CSA C225 : 2010 : R2015 VEHICLE-MOUNTED AERIAL DEVICES
    CSA C225: 2010 VEHICLE-MOUNTED AERIAL DEVICES
    B167-16 Overhead cranes, gantry cranes, monorails, hoists, and jib cranes
    CSA B354.4 : 2002 : R2007 SELF-PROPELLED BOOM-SUPPORTED ELEVATING WORK PLATFORMS
    CSA C227.4 : 2006 : R2011 THREE-PHASE, PAD-MOUNTED DISTRIBUTION TRANSFORMERS WITH SEPARABLE INSULATED HIGH-VOLTAGE CONNECTORS
    CSA C227.4 : 2006 : R2017 THREE-PHASE, PAD-MOUNTED DISTRIBUTION TRANSFORMERS WITH SEPARABLE INSULATED HIGH-VOLTAGE CONNECTORS
    CSA B613 :2000 PRIVATE RESIDENCE LIFTS FOR PERSONS WITH PHYSICAL DISABILITIES
    CSA C227.3 : 2006 : R2011 LOW-PROFILE, SINGLE-PHASE, PAD-MOUNTED DISTRIBUTION TRANSFORMERS WITH SEPARABLE INSULATED HIGH-VOLTAGE CONNECTORS
    CSA B355 : 2015 LIFTS FOR PERSONS WITH PHYSICAL DISABILITIES
    CSA G40.20M : 1987 GENERAL REQUIREMENTS FOR ROLLED OR WELDED STRUCTURAL QUALITY STEEL
    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
    CSA S367 : 2012 AIR-, CABLE-, AND FRAME-SUPPORTED MEMBRANE STRUCTURES
    CSA Z662.1 : 2013 COMMENTARY ON CSA Z662-07, OIL AND GAS PIPELINE SYSTEMS
    CSA S269.2 : 2016 ACCESS SCAFFOLDING FOR CONSTRUCTION PURPOSES
    CSA S367 : 2012 : R2016 AIR-, CABLE-, AND FRAME-SUPPORTED MEMBRANE STRUCTURES
    CSA S37 : 2013 ANTENNAS, TOWERS, AND ANTENNA-SUPPORTING STRUCTURES
    CSA B354.4 : 2002 SELF-PROPELLED BOOM-SUPPORTED ELEVATING WORK PLATFORMS
    AWS C5.7 : 2000 RECOMMENDED PRACTICES FOR ELECTROGAS WELDING
    CSA N287.4 : 2009 CONSTRUCTION, FABRICATION, AND INSTALLATION REQUIREMENTS FOR CONCRETE CONTAINMENT STRUCTURES FOR CANDU NUCLEAR POWER PLANTS
    CSA N288.3.2 : 1985 HIGH EFFICIENCY AIR CLEANING ASSEMBLIES FOR NORMAL OPERATION OF NUCLEAR FACILITIES
    CSA G40.20 G40.21 : 2013 GENERAL REQUIREMENTS FOR ROLLED OR WELDED STRUCTURAL QUALITY STEEL/STRUCTURAL QUALITY STEEL
    CSA C61400-2 : 2008 : R2018 WIND TURBINES - PART 2: DESIGN REQUIREMENTS FOR SMALL WIND TURBINES
    CSA Z267 : 2000 SAFETY CODE FOR AMUSEMENT RIDES AND DEVICES
    CSA C61400-2 : 2008 : R2013 WIND TURBINES - PART 2: DESIGN REQUIREMENTS FOR SMALL WIND TURBINES
    CSA G401 : 2014 CORRUGATED STEEL PIPE PRODUCTS
    S6-14 Canadian Highway Bridge Design Code
    CSA N292.1 : 2016 WET STORAGE OF IRRADIATED FUEL AND OTHER RADIOACTIVE MATERIALS
    CAN/CSA-Z662-15 Oil and gas pipeline systems
    N291-15 Requirements for safety-related structures for nuclear power plants
    CSA C22.3 No. 8 : 1991 RAILWAY ELECTRIFICATION GUIDELINES
    CSA C61400-2:2008 WIND TURBINES - PART 2: DESIGN REQUIREMENTS FOR SMALL WIND TURBINES
    N287.4-09 (R2014) Construction, fabrication, and installation requirements for concrete containment structures for CANDU nuclear power plants
    S6.1-14 Commentary on S6-14, Canadian Highway Bridge Design Code
    B354.12-17 Design, calculations, safety requirements, and test methods for mast climbing transport platforms (MCTPs)
    W48-18 Filler metals and allied materials for metal arc welding
    CSA S16S1 : 2005 SUPPLEMENT NO. 1 TO CAN/CSA-S16-01, LIMIT STATES DESIGN OF STEEL STRUCTURES
    B354.9-17 Design, calculations, safety requirements, and test methods for mast climbing work platforms (MCWPs)
    Z248-17 Code for tower cranes
    CSA S16 : 2014 DESIGN OF STEEL STRUCTURES
    ASME A17.1 : 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS - INCLUDES REQUIREMENTS FOR ELEVATORS, ESCALATORS, DUMBWAITERS, MOVING WALKS, MATERIAL LIFTS, AND DUMBWAITERS WITH AUTOMATIC TRANSFER DEVICES
    ASME A17.1-2016/CSA B44-16 Safety code for elevators and escalators (Bi-national standard, with ASME A17.1)
    BS EN ISO 19902 : 2007 PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES
    ISO 19902:2007 Petroleum and natural gas industries Fixed steel offshore structures
    CSA Z271:20 Design of suspended access equipment
    CSA Z150 : 2016 SAFETY CODE ON MOBILE CRANES
    I.S. EN ISO 19902:2007 PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES
    CSA S826 SERIES : 2001 : R2006 FERRY BOARDING FACILITIES
    EN ISO 19902:2007/A1:2013 PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES (ISO 19902:2007/AMD 1:2013)
    CSA S826 SERIES : 2001 : R2016 FERRY BOARDING FACILITIES
    UNI EN ISO 19902 : 2013 PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES

    Standards Referencing This Book - (Show below) - (Hide below)

    BS 7448-1:1991 FRACTURE MECHANICS TOUGHNESS TESTS - PART 1: METHOD FOR DETERMINATION OF K[IC], CRITICAL CTOD AND CRITICAL J VALUES OF METALLIC MATERIALS
    ISO 2400:2012 Non-destructive testing Ultrasonic testing Specification for calibration block No. 1
    AWS A2.4 : 2012 STANDARD SYMBOLS FOR WELDING, BRAZING, AND NONDESTRUCTIVE EXAMINATION
    ASTM A 573/A573M : 2013 : REDLINE Standard Specification for Structural Carbon Steel Plates of Improved Toughness
    ASTM A 537/A537M : 2013 Standard Specification for Pressure Vessel Plates, Heat-Treated, Carbon-Manganese-Silicon Steel
    AWS A5.5/A5.5M : 2014 SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING
    ISO 9712:2012 Non-destructive testing Qualification and certification of NDT personnel
    CSA B95 : 62(R2002) SURFACE TEXTURE (ROUGHNESS, WAVINESS, AND LAY)
    AWS D1.3/D1.3M : 2008 STRUCTURAL WELDING CODE-SHEET STEEL
    CSA S16 : 2014 DESIGN OF STEEL STRUCTURES
    ASTM E 384 : 2017 : REDLINE Standard Test Method for Microindentation Hardness of Materials
    ASTM A 516/A516M : 2017 : REDLINE Standard Specification for Pressure Vessel Plates, Carbon Steel, for Moderate- and Lower-Temperature Service
    CSA W48 : 2014 FILLER METALS AND ALLIED MATERIALS FOR METAL ARC WELDING
    ASTM A 913/A913M : 2015 : REDLINE Standard Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)
    BS EN 10225:2009 (published 2009-07) Weldable structural steels for fixed offshore structures. Technical delivery conditions
    API 5L : 2012 LINE PIPE
    EEMUA 158 : 2014 CONSTRUCTION SPECIFICATION FOR FIXED OFFSHORE STRUCTURES
    AWS A4.3 : 1993 DETERMINATION OF THE DIFFUSIBLE HYDROGEN CONTENT OF MARTENSITIC, BAINITIC, AND FERRITIC STEEL WELD METAL PRODUCED BY ARC WELDING
    AWS A5.1M/A5.1 : 2012 SPECIFICATION FOR CARBON STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING
    AWS A5.23/A5.23M : 2011 SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES AND FLUXES FOR SUBMERGED ARC WELDING
    AWS D1.6/D1.6M : 2007 STRUCTURAL WELDING CODE - STAINLESS STEEL
    ISO 19902:2007 Petroleum and natural gas industries Fixed steel offshore structures
    AWS QC1 : 2007 STANDARD FOR AWS CERTIFICATION OF WELDING INSPECTORS
    CSA G40.20 G40.21 : 2013 GENERAL REQUIREMENTS FOR ROLLED OR WELDED STRUCTURAL QUALITY STEEL/STRUCTURAL QUALITY STEEL
    ASTM E 1255 : 2016 : REDLINE Standard Practice for Radioscopy
    W178.2-14 Certification of welding inspectors
    ASTM E 2700 : 2014 : REDLINE Standard Practice for Contact Ultrasonic Testing of Welds Using Phased Arrays
    ASTM A 607 : 1998 Standard Specification for Steel, Sheet and Strip, High-Strength, Low-Alloy, Columbium or Vanadium, or Both, Hot-Rolled and Cold-Rolled (Withdrawn 2000)
    ASTM A 847/A847M : 2014 : REDLINE Standard Specification for Cold-Formed Welded and Seamless High-Strength, Low-Alloy Structural Tubing with Improved Atmospheric Corrosion Resistance
    AWS A5 ALL : LATEST PACKAGE OF ALL A5 SPECIFICATIONS
    ASTM A 139/A139M : 2016 : REDLINE Standard Specification for Electric-Fusion (Arc)-Welded Steel Pipe (NPS 4 and Over)
    ISO 3690:2012 Welding and allied processes Determination of hydrogen content in arc weld metal
    AWS A5.29/A5.29M : 2010 SPECIFICATION FOR LOW-ALLOY STEEL ELECTRODES FOR FLUX CORED ARC WELDING
    ASTM E 317 : 2016 : REDLINE Standard Practice for Evaluating Performance Characteristics of Ultrasonic Pulse-Echo Testing Instruments and Systems without the Use of Electronic Measurement Instruments
    ASTM A 517/A517M : 2017 : REDLINE Standard Specification for Pressure Vessel Plates, Alloy Steel, High-Strength, Quenched and Tempered
    ASTM E 709 : 2015 : REDLINE Standard Guide for Magnetic Particle Testing
    CGSB 48.9712 : 2014 NON-DESTRUCTIVE TESTING - QUALIFICATION AND CERTIFICATION OF PERSONNEL
    ASTM A 515/A515M : 2017 : REDLINE Standard Specification for Pressure Vessel Plates, Carbon Steel, for Intermediate- and Higher-Temperature Service
    ASTM A 524 : 1996 Standard Specification for Seamless Carbon Steel Pipe for Atmospheric and Lower Temperatures
    S6-14 Canadian Highway Bridge Design Code
    ASTM A 588/A588M : 2015 : REDLINE Standard Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance
    AWS A3.0M/A3.0 : 2010 STANDARD WELDING TERMS AND DEFINITIONS INCLUDING TERMS FOR ADHESIVE BONDING, BRAZING, SOLDERING, THERMAL CUTTING, AND THERMAL SPRAYING
    W178.1-14 Certification of welding inspection organizations
    BS EN 10204 : 2004 METALLIC PRODUCTS - TYPES OF INSPECTION DOCUMENTS
    BS EN 1011-1:2009 (published 2009-03) Welding. Recommendations for welding of metallic materials General guidance for arc welding
    • Access your standards online with a subscription

      Features

      • Simple online access to standards, technical information and regulations
      • Critical updates of standards and customisable alerts and notifications
      • Multi - user online standards collection: secure, flexibile and cost effective