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ASTM A6/A6M-24b
2024
Most Recent
Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
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- Language(s) :
- Published :
- English
- 08/15/2024
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1.1 This general requirements specification2 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 Structural Steel A573/A573M Structural Carbon Steel Plates A588/A588M High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance A633/A633M Normalized High-Strength Low-Alloy Structural Steel Plates A656/A656M Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability A690/A690M High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments A709/A709M Structural Steel for Bridges A710/A710M Precipitation-Strengthened Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium (Niobium) Alloy Structural Steel Plates A769/A769M Carbon and High-Strength Electric Resistance Forge-Welded Steel Structural Shapes A786/A786M Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates A827/A827M Plates, Carbon Steel, for Forging and Similar Applications A829/A829M Alloy Structural Steel Plates A830/A830M Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements A857/A857M Steel Sheet Piling, Cold Formed, Light Gage A871/A871M High-Strength Low-Alloy Structural Steel Plate With Atmospheric Corrosion Resistance A913/A913M High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST) A945/A945M High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness A950/A950M Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling A992/A992M Structural Steel Shapes A1043/A1043M Structural Steel with Low Yield to Tensile Ratio for Use in Buildings A1066/A1066M High-Strength Low-Alloy Structural Steel Plate Produced by Thermo-Mechanical Controlled Process (TMCP) A1077/A1077M Structural Steel with Improved Yield Strength at High Temperature for Use in Buildings
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 Structural Steel A573/A573M Structural Carbon Steel Plates A588/A588M High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance A633/A633M Normalized High-Strength Low-Alloy Structural Steel Plates A656/A656M Hot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability A690/A690M High-Strength Low-Alloy Nickel, Copper, Phosphorus Steel H-Piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments A709/A709M Structural Steel for Bridges A710/A710M Precipitation-Strengthened Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium (Niobium) Alloy Structural Steel Plates A769/A769M Carbon and High-Strength Electric Resistance Forge-Welded Steel Structural Shapes A786/A786M Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates A827/A827M Plates, Carbon Steel, for Forging and Similar Applications A829/A829M Alloy Structural Steel Plates A830/A830M Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements A857/A857M Steel Sheet Piling, Cold Formed, Light Gage A871/A871M High-Strength Low-Alloy Structural Steel Plate With Atmospheric Corrosion Resistance A913/A913M High-Strength Low-Alloy Steel Shapes of Structural Quality, Produced by Quenching and Self-Tempering Process (QST) A945/A945M High-Strength Low-Alloy Structural Steel Plate with Low Carbon and Restricted Sulfur for Improved Weldability, Formability, and Toughness A950/A950M Fusion-Bonded Epoxy-Coated Structural Steel H-Piles and Sheet Piling A992/A992M Structural Steel Shapes A1043/A1043M Structural Steel with Low Yield to Tensile Ratio for Use in Buildings A1066/A1066M High-Strength Low-Alloy Structural Steel Plate Produced by Thermo-Mechanical Controlled Process (TMCP) A1077/A1077M Structural Steel with Improved Yield Strength at High Temperature 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 may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with this specification.
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.16 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
| ASTM A6/A6M-24b | |
|---|---|
| STANDARD INFO: | |
| Standard Name | ASTM A6/A6M-24b |
| Scope | Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling |
| Publisher | ASTM - ASTM International |
| Languages | English |
| State | |
| Publication Year | 2024 |
| Most recent Version | MOST RECENT |
| Whether to be replaced | |
| Addendum | |
| FILE INFO: | |
| File Size | 1 file , 840 KB |
| Note | This product is unavailable in Russia, Ukraine, Belarus |
| Number of Pages | 64 |
| Published | 08/15/2024 |
| Redline File Size | 2 files , 1.4 MB |
This document does not provide a preview.
| ASTM A6/A6M-24b | ||
|---|---|---|
| History | Publisher Year | |
| ASTM A6/A6M-24b | 2024 | Current |
| ASTM A6/A6M-24a | 2024 | |
| ASTM A6/A6M-24 | 2024 | |
| ASTM A6/A6M-23 | 2023 | |
| ASTM A6/A6M-22 | 2022 | |
| ASTM A6/A6M-21 | 2021 | |
| ASTM A6/A6M-19 | 2019 | |
| ASTM A6/A6M-17a | 2017 | |
| ASTM A6/A6M-17 | 2017 | |
| ASTM A6/A6M-16a | 2016 | |
| ASTM A6/A6M-16 | 2016 | |
| ASTM A6/A6M-14 | 2014 | |
| ASTM A6/A6M-13a | 2013 | |
| ASTM A6/A6M-13 | 2013 | |
| ASTM A6/A6M-12a | 2012 | |
| ASTM A6/A6M-12 | 2012 | |
| ASTM A6/A6M-11 | 2011 | |
| ASTM A6/A6M-10a | 2010 | |
| ASTM A6/A6M-10 | 2010 | |
| ASTM A6/A6M-09 | 2009 | |
| ASTM A6/A6M-08a | 2008 | |
| ASTM A6/A6M-08 | 2008 | |
| ASTM A6/A6M-07 | 2007 | |
| ASTM A6/A6M-06 | 2006 | |
| ASTM A6/A6M-05a | 2005 | |
| ASTM A6/A6M-05e1 | 2005 | |
| ASTM A6/A6M-05 | 2005 | |
| ASTM A6/A6M-04b | 2004 | |
| ASTM A6/A6M-04a | 2004 | |
| ASTM A6/A6M-04 | 2004 | |
| ASTM A6/A6M-03c | 2003 | |
| ASTM A6/A6M-03b | 2003 | |
| ASTM A6/A6M-03a | 2003 | |
| ASTM A6/A6M-03 | 2003 | |
| ASTM A6/A6M-02b | 2002 | |
| ASTM A6/A6M-02 | 2002 | |
| ASTM A6/A6M-01b | 2001 | |
| ASTM A6/A6M-01a | 2001 | |
| ASTM A6/A6M-01 | 2001 | |
| ASTM A6/A6M-00a | 2000 |
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