• ASTM A6/A6M-12

ASTM A6/A6M-12

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

ASTM International, 03/01/2012

Publisher: ASTM

File Format: PDF

$50.00$101.00


Published:01/03/2012

Pages:63

File Size:1 file , 500 KB

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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/A36M Carbon Structural Steel
A131/A131M Structural Steel for Ships
A242/A242M High-Strength Low-Alloy Structural Steel
A283/A283M Low and Intermediate Tensile Strength Carbon Steel Plates
A328/A328M Steel Sheet Piling
A514/A514M High-Yield Strength, Quenched and Tempered Alloy Steel Plate Suitable for Welding
A529/A529M High-Strength Carbon-Manganese Steel of Structural Quality
A572/A572M High-Strength Low-Alloy Columbium-Vanadium Steel
A573/A573M Structural Carbon Steel Plates of Improved Toughness
A588/A588M High-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. [100 mm] Thick
A633/A633M Normalized High-Strength Low-Alloy Structural Steel Plates
A656/A656M Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability
A678/A678M Quenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates
A690/A690M High-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments
A709/A709M Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
A710/A710M Age-Hardening Low-Carbon Nickel-Copper-Chromium-Mo-
lybdenum-Columbium Alloy Structural Steel Plates
A769/A769M Carbon and High-Strength Electric Resistance Welded Steel Structural Shapes
A786/A786M Rolled Steel Floor Plates
A808/A808M High-Strength Low-Alloy Carbon, Manganese, Columbium, Vanadium Steel of Structural Quality with Improved Notch Toughness
A827/A827M Plates, Carbon Steel, for Forging and Similar Applications
A829/A829M Plates, Alloy Steel, Structural Quality
A830/A830M Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements
A852/A852M Quenched and Tempered Low-Alloy Structural Steel Plate with 70 ksi [485 Mpa] Minimum Yield Strength to 4 in. [100 mm] Thick
A857/A857M Steel Sheet Piling, Cold Formed, Light Gage
A871/A871M High-Strength Low Alloy Structural Steel Plate with Atmospheric Corrosion Resistance
A913/A913M Specification for High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST)
A945/A945M Specification for High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness
A950/A950M Specification for Fusion Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling
A992/A992M Specification for Steel for Structural Shapes for Use in Building Framing
A1026 Specification for Alloy Steel Structural Shapes for Use in Building Framing
A1043/A1043M Specification 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 requ

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