ASTM A6/A6M-12

    Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

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    1. Scope

    1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM:

    ASTM
    Designation3
    Title of Specification
    A36/A36MCarbon Structural Steel
    A131/A131MStructural Steel for Ships
    A242/A242MHigh-Strength Low-Alloy Structural Steel
    A283/A283MLow and Intermediate Tensile Strength Carbon Steel Plates
    A328/A328MSteel Sheet Piling
    A514/A514MHigh-Yield Strength, Quenched and Tempered Alloy Steel Plate Suitable for Welding
    A529/A529MHigh-Strength Carbon-Manganese Steel of Structural Quality
    A572/A572MHigh-Strength Low-Alloy Columbium-Vanadium Steel
    A573/A573MStructural Carbon Steel Plates of Improved Toughness
    A588/A588MHigh-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. [100 mm] Thick
    A633/A633MNormalized High-Strength Low-Alloy Structural Steel Plates
    A656/A656MHot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability
    A678/A678MQuenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates
    A690/A690MHigh-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments
    A709/A709MCarbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
    A710/A710MAge-Hardening Low-Carbon Nickel-Copper-Chromium-Mo-
    lybdenum-Columbium Alloy Structural Steel Plates
    A769/A769MCarbon and High-Strength Electric Resistance Welded Steel Structural Shapes
    A786/A786MRolled Steel Floor Plates
    A808/A808MHigh-Strength Low-Alloy Carbon, Manganese, Columbium, Vanadium Steel of Structural Quality with Improved Notch Toughness
    A827/A827MPlates, Carbon Steel, for Forging and Similar Applications
    A829/A829MPlates, Alloy Steel, Structural Quality
    A830/A830MPlates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements
    A852/A852MQuenched and Tempered Low-Alloy Structural Steel Plate with 70 ksi [485 Mpa] Minimum Yield Strength to 4 in. [100 mm] Thick
    A857/A857MSteel Sheet Piling, Cold Formed, Light Gage
    A871/A871MHigh-Strength Low Alloy Structural Steel Plate with Atmospheric Corrosion Resistance
    A913/A913MSpecification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)
    A945/A945MSpecification for High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness
    A950/A950MSpecification for Fusion Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
    A992/A992MSpecification for Steel for Structural Shapes for Use in Building Framing
    A1026Specification for Alloy Steel Structural Shapes for Use in Building Framing
    A1043/A1043MSpecification for Structural Steel with Low Yield to Tensile Ratio for Use in Buildings

    1.2 Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables 1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to Annex A1 is mandatory when the M specification designation is used.

    Note 1—The term weight is used when inch-pound units are the standard; however, under SI, the preferred term is mass.

    1.3 Annex A2 lists the dimensions of some shape profiles.

    1.4 Appendix X1 provides information on coil as a source of structural products.

    1.5 Appendix X2 provides information on the variability of tensile properties in plates and structural shapes.

    1.6 Appendix X3 provides information on weldability.

    1.7 Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending.

    1.8 This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order.

    1.9 In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification.

    1.10 Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification.

    1.11 For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E29.

    1.12 The text of this general requirements specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements.

    1.13 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way.

    1.14 This general requirements specification and the applicable product specification are expressed in both inch-pound units and SI units; however, unless the order specifies the applicable M specification designation (SI units), the structural product is furnished to inch-pound units.

    1.15 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.


    2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.

    ASTM Standards

    A131/A131M Specification for Structural Steel for Ships

    A370 Test Methods and Definitions for Mechanical Testing of Steel Products

    A673/A673M Specification for Sampling Procedure for Impact Testing of Structural Steel

    A700 Practices for Packaging, Marking, and Loading Methods for Steel Products for Shipment

    A751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel Products

    A829/A829M Specification for Alloy Structural Steel Plates

    A941 Terminology Relating to Steel, Stainless Steel, Related Alloys, and Ferroalloys

    E29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications

    E112 Test Methods for Determining Average Grain Size

    E208 Test Method for Conducting Drop-Weight Test to Determine Nil-Ductility Transition Temperature of Ferritic Steels


    ICS Code

    ICS Number Code 77.140.60 (Steel bars and rods)

    UNSPSC Code

    UNSPSC Code 30260000(Structural materials)


    DOI: 10.1520/A0006_A0006M-12

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