ASTM A283/A283M-24
(Specification)Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates
Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates
ABSTRACT
This specification covers four grades of carbon steel plates of structural quality for general application. Steel samples shall be melt processed by either open-hearth, basic-oxygen, or electric furnace. Heat and product analysis shall be performed wherein steel materials shall conform to required chemical compositions of carbon, manganese, phosphorus, sulfur, silicon, and copper. Steel specimens shall also undergo tensile tests and shall conform to required values of tensile strength, yield point, and elongation.
SCOPE
1.1 This specification2 covers two grades (C and D) of carbon steel plates of structural quality for general application.
1.2 When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.3 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 the standard.
1.4 For plate produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.
1.5 This 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.
1.6 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.
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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.
Designation: A283/A283M − 24
Standard Specification for
1
Low and Intermediate Tensile Strength Carbon Steel Plates
This standard is issued under the fixed designation A283/A283M; 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 U.S. Department of Defense.
1. Scope* Development of International Standards, Guides and Recom-
2 mendations issued by the World Trade Organization Technical
1.1 This specification covers two grades (C and D) of
Barriers to Trade (TBT) Committee.
carbon steel plates of structural quality for general application.
2. Referenced Documents
1.2 When the steel is to be welded, a welding procedure
3
suitable for the grade of steel and intended use or service is to
2.1 ASTM Standards:
be utilized. See Appendix X3 of Specification A6/A6M for
A6/A6M Specification for General Requirements for Rolled
information on weldability.
Structural Steel Bars, Plates, Shapes, and Sheet Piling
1.3 The values stated in either inch-pound units or SI units
3. General Requirements for Delivery
are to be regarded separately as standard. Within the text, the
3.1 Plates furnished under this specification shall conform
SI units are shown in brackets. The values stated in each
to the requirements of the current edition of Specification
system may not be exact equivalents; therefore, each system
A6/A6M, for the specific date ordered, unless a conflict exists,
shall be used independently of the other. Combining values
in which case this specification shall prevail.
from the two systems may result in non-conformance with the
3.2 Coils are excluded from qualification to this specifica-
standard.
tion until they are processed into finished plates. Plates
1.4 For plate produced from coil and furnished without heat
produced from coil means plates that have been cut to
treatment or with stress relieving only, the additional
individual lengths from a coil. The processor directly controls,
requirements, including additional testing requirements and the
or is responsible for, the operations involved in the processing
reporting of additional test results, of Specification A6/A6M
of a coil into finished plates. Such operations include decoiling,
apply.
leveling, cutting to length, testing, inspection, conditioning,
1.5 This specification contains notes or footnotes, or both,
heat treatment (if applicable), packaging, marking, loading for
that provide explanatory material. Such notes and footnotes,
shipment, and certification.
excluding those in tables and figures, do not contain any
NOTE 1—For plates produced from coil and furnished without heat
mandatory requirements.
treatment or with stress relieving only, two test results are to be reported
1.6 This international standard was developed in accor- for each qualifying coil. Additional requirements regarding plate produced
from coil are described in Specification A6/A6M.
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
4. Materials and Manufacture
4.1 The steel shall be made by one or more of the following
1 processes: basic-oxygen or electric-furnace.
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
4.2 The steel shall be killed.
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved March 1, 2024. Published March 2024. Originally
3
approved in 1946. Last previous edition approved in 2018 as A283/A283M – 18. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
DOI: 10.1520/A0283_A0283M-24. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
2
For ASME Boiler and Pressure Vessel Code applications, see related Specifi- Standards volume information, refer to the standard’s Document Summary page on
cation SA-283/SA 283M in Section II of that Code. the ASTM website.
*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
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A283/A283M − 24
TABLE 1 Chemical Requirements
Elements Heat Analysis, %
Grade C Grade D
Carbon, max 0.24 0.27
Manganese, max 0.90 0.90
Phosphorus, max 0.030 0.030
Sulfur, max 0.030 0.030
Silicon
1
Plates 1 ⁄2 in. [4
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: A283/A283M − 18 A283/A283M − 24
Standard Specification for
1
Low and Intermediate Tensile Strength Carbon Steel Plates
This standard is issued under the fixed designation A283/A283M; 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 U.S. Department of Defense.
1. Scope*
2
1.1 This specification covers two grades (C and D) of carbon steel plates of structural quality for general application.
1.2 When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized.
See Appendix X3 of Specification A6/A6M for information on weldability.
1.3 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 the standard.
1.4 For plate produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements,
including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.
1.5 This 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.
1.6 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.
2. Referenced Documents
3
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
3. General Requirements for Delivery
3.1 Plates furnished under this specification shall con-formconform to the requirements of the current edition of Specification
A6/A6M, for the specific date ordered, unless a conflict exists, in which case this specification shall prevail.
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel, Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee A01.02
on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
Current edition approved June 1, 2018March 1, 2024. Published June 2018March 2024. Originally approved in 1946. Last previous edition approved in 20132018 as
A283/A283M – 13.A283/A283M – 18. DOI: 10.1520/A0283_A0283M-18.10.1520/A0283_A0283M-24.
2
For ASME Boiler and Pressure Vessel Code applications, see related Specification SA-283/SA 283M in Section II of that Code.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*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 ----------------------
A283/A283M − 24
3.2 Coils are excluded from qualification to this specification until they are processed into finished plates. Plates produced from
coil means plates that have been cut to individual lengths from a coil. The processor directly controls, or is responsible for, the
operations involved in the processing of a coil into finished plates. Such operations include decoiling, leveling, cutting to length,
testing, inspection, conditioning, heat treatment (if applicable), packaging, marking, loading for shipment, and certification.
NOTE 1—For plates produced from coil and furnished without heat treatment or with stress relieving only, two test results are to be reported for each
qualifying coil. Additional requirements regarding plate produced from coil are described in Specification A6/A6M.
4. Materials and Manufacture
4.1 The steel shall be made by one or more of the following processes: basic-oxygen or electric-furnace.
4.2 The steel shall be killed
...
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