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

ABSTRACT
This specification deals with the general requirements that apply to rolled structural steel bars, plates, shapes, and sheet piling. The steel shall be made in an open-hearth, basic-oxygen, or electric-arc furnace followed by additional refining in a ladle metallurgy furnace, or secondary melting by vacuum-arc remelting or electrostag remelting. The steel products shall undergo heat treatment, structural conditioning, and strand casting in stationary molds. Tension testing and chemical analysis shall be performed wherein the specimens shall conform to the required mechanical properties such as tensile strength, yield strength and elongation, and the required metallurgical structure and composition specifications of the products. Final products shall be legibly marked, bundled, and tagged with the applicable designation, grade, heat number, size and thickness, and name, brand, or trademark of the manufacturer for identification and shipment.
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:

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ASTM A6/A6M-11 - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: A6/A6M – 11
Standard Specification for
General Requirements for Rolled Structural Steel Bars,
1
Plates, Shapes, and Sheet Piling
This standard is issued under the fixed designation A6/A6M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
A827/A827M Plates, Carbon Steel, for Forging and Similar Applications
A829/A829M Plates, Alloy Steel, Structural Quality
2
1.1 This general requirements specification covers a group
A830/A830M Plates, Carbon Steel, Structural Quality, Furnished to
of common requirements that, unless otherwise specified in the
Chemical Composition Requirements
A852/A852M Quenched and Tempered Low-Alloy Structural Steel Plate
applicable product specification, apply to rolled structural steel
with 70 ksi [485 Mpa] Minimum Yield Strength to 4 in.
bars, plates, shapes, and sheet piling covered by each of the
[100 mm] Thick
following product specifications issued by ASTM:
A857/A857M Steel Sheet Piling, Cold Formed, Light Gage
A871/A871M High-Strength Low Alloy Structural Steel Plate with Atmo-
ASTM
Title of Specification
spheric Corrosion Resistance
3
Designation
A913/A913M Specification for High-Strength Low-Alloy Steel Shapes of
A36/A36M Carbon Structural Steel
Structural Quality, Produced by Quenching and Self-
A131/A131M Structural Steel for Ships
Tempering Process (QST)
A242/A242M High-Strength Low-Alloy Structural Steel
A945/A945M Specification for High-Strength Low-Alloy Structural Steel
A283/A283M Low and Intermediate Tensile Strength Carbon Steel Plates
Plate with Low Carbon and Restricted Sulfur for Improved
A328/A328M Steel Sheet Piling
Weldability, Formability, and Toughness
A514/A514M High-Yield Strength, Quenched and Tempered Alloy Steel
A950/A950M Specification for Fusion Bonded Epoxy-Coated Structural
Plate Suitable for Welding
Steel H-Piles and Sheet Piling
A529/A529M High-Strength Carbon-Manganese Steel of Structural Qual-
A992/A992M Specification for Steel for Structural Shapes for Use in
ity
Building Framing
A572/A572M High-Strength Low-Alloy Columbium-Vanadium Steel
A1026 Specification for Alloy Steel Structural Shapes for Use in
A573/A573M Structural Carbon Steel Plates of Improved Toughness
Building Framing
A588/A588M High-Strength Low-Alloy Structural Steel with 50 ksi (345
A1043/A1043M Specification for Structural Steel with Low Yield to Tensile
MPa) Minimum Yield Point to 4 in. [100 mm] Thick
Ratio for Use in Buildings
A633/A633M Normalized High-Strength Low-Alloy Structural Steel Plates
A656/A656M Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate
1.2 Annex A1 lists permitted variations in dimensions and
with Improved Formability
mass (Note 1) in SI units. The values listed are not exact
A678/A678M Quenched-and-Tempered Carbon and High-Strength Low-
Alloy Structural Steel Plates
conversions of the values in Tables 1 to 31 inclusive but are,
A690/A690M High-Strength Low-Alloy Steel H-Piles and Sheet Piling for
instead,roundedorrationalizedvalues.ConformancetoAnnex
Use in Marine Environments
A1 is mandatory when the “M” specification designation is
A709/A709M Carbon and High-Strength Low-Alloy Structural Steel
Shapes, Plates, and Bars and Quenched-and-Tempered
used.
Alloy Structural Steel Plates for Bridges
A710/A710M Age-Hardening Low-Carbon Nickel-Copper-Chromium-Mo- NOTE 1—The term “weight” is used when inch-pound units are the
lybdenum-Columbium Alloy Structural Steel Plates
standard; however, under SI, the preferred term is “mass.”
A769/A769M Carbon and High-Strength Electric Resistance Welded Steel
1.3 Annex A2 lists the dimensions of some shape profiles.
Structural Shapes
A786/A786M Rolled Steel Floor Plates
1.4 Appendix X1 provides information on coil as a source
A808/A808M High-Strength Low-Alloy Carbon, Manganese, Columbium,
of structural products.
Vanadium Steel of Structural Quality with Improved Notch
Toughness 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
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
1.7 Appendix X4 provides information on cold bending of
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
plates, including suggested minimum inside radii for cold
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved April 1, 2011. Published May 2011. Originally bending.
approved in 1949. Last previous edition approved in 2010 as
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:A6/A6M–10a Designation: A6/A6M – 11
Standard Specification for
General Requirements for Rolled Structural Steel Bars,
1
Plates, Shapes, and Sheet Piling
This standard is issued under the fixed designation A6/A6M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
2
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
Title of Specification
3
Designation
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 Qual-
ity
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 Atmo-
spheric Corrosion Resistance
1
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved Oct.April 1, 2010.2011. Published October 2010.May 2011. Originally approved in 1949. Last previous edition approved in 2010 as
A6/A6M – 10a. DOI: 10.1520/A0006_A0006M-10A1.
2
For ASME Boiler and Pressure Vessel Code applications, see related Specification SA-6/SA-6M in Section II of that Code.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
A6/A6M – 11
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 AnnexA1 lists permitted variations in dimensions and mass (Note 1) in SI units.The values listed ar
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:A6/A6M–10a Designation: A6/A6M – 11
Standard Specification for
General Requirements for Rolled Structural Steel Bars,
1
Plates, Shapes, and Sheet Piling
This standard is issued under the fixed designation A6/A6M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
2
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
Title of Specification
3
Designation
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 Qual-
ity
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 Atmo-
spheric Corrosion Resistance
1
This specification is under the jurisdiction ofASTM CommitteeA01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of SubcommitteeA01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved Oct.April 1, 2010.2011. Published October 2010.May 2011. Originally approved in 1949. Last previous edition approved in 2010 as
A6/A6M – 10a. DOI: 10.1520/A0006_A0006M-10A1.
2
For ASME Boiler and Pressure Vessel Code applications, see related Specification SA-6/SA-6M in Section II of that Code.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
A6/A6M – 11
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 AnnexA1 lists permitted variations in dimensions and mass (Note 1) in SI units.The values listed ar
...

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