ASTM A830/A830M-18
(Specification)Standard Specification for Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements
Standard Specification for Plates, Carbon Steel, Structural Quality, Furnished to Chemical Composition Requirements
ABSTRACT
This specification covers structural quality carbon steel plates in standard and non-standard grades furnished to chemical composition requirements. The materials shall conform to carbon, manganese, phosphorus, sulfur, silicon, and copper contents of its specified grade. Values are also given to specify the range, limit, and maximum chemical compositions of the carbon steel.
SCOPE
1.1 This specification covers structural quality carbon steel plates furnished to chemical composition requirements.
1.2 The plates are available in several standard steel grades and non-standard grades.
1.3 The plates are usually furnished in the as-rolled (hot-rolled) condition.
1.4 Supplementary requirements are provided for additional requirements that may be specified on the order.
1.5 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.
1.7 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:A830/A830M −18
Standard Specification for
Plates, Carbon Steel, Structural Quality, Furnished to
1
Chemical Composition Requirements
This standard is issued under the fixed designationA830/A830M; 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.
1. Scope* A6/A6M Specification for General Requirements for Rolled
Structural Steel Bars, Plates, Shapes, and Sheet Piling
1.1 This specification covers structural quality carbon steel
plates furnished to chemical composition requirements.
3. Ordering Information
1.2 The plates are available in several standard steel grades
3.1 In addition to the information required by Specification
and non-standard grades.
A6/A6M, the order shall include the following, if applicable:
1.3 The plates are usually furnished in the as-rolled (hot-
3.1.1 Silicon requirements (see 5.3 and Supplementary Re-
rolled) condition.
quirement S96), and
1.4 Supplementary requirements are provided for additional
3.1.2 Limitation on rimmed or capped steel.
requirements that may be specified on the order.
3.1.3 An alternate designation (CS or DS, see Supplemen-
1.5 When the steel is to be welded, it is presupposed that a
tary Requirement S98) may be used.
welding procedure suitable for the grade of steel and intended
use or service will be utilized. See Appendix X3 of Specifica-
4. Materials and Manufacture
tion A6/A6M for information on weldability.
4.1 The steel shall be killed.
1.6 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
5. Chemical Composition
each system may not be exact equivalents; therefore, each
5.1 The heat analysis shall conform to the requirements for
system shall be used independently of the other. Combining
the applicable grade listed in Table 1, unless otherwise speci-
values from the two systems may result in non-conformance
fied as permitted in 5.2.
with the standard.
1.7 This international standard was developed in accor- 5.2 The chemical requirements for heat analysis may be
dance with internationally recognized principles on standard-
specified in accordance with the ranges and limits listed in
ization established in the Decision on Principles for the Table 2. In such instances, the heat analysis shall conform to
Development of International Standards, Guides and Recom-
the requirements specified on the order.
mendations issued by the World Trade Organization Technical
5.3 Whensiliconisrequired,therangeonheatanalysisshall
Barriers to Trade (TBT) Committee.
be from 0.15 to 0.40 % unless otherwise specified on the order
(see Supplementary Requirement S96).
2. Referenced Documents
2
2.1 ASTM Standards:
6. General Requirements
6.1 Material furnished under this specification shall con-
1
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
form to the requirements of the current edition of Specification
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
A6/A6M, for the ordered material, unless a conflict exists in
Current edition approved May 1, 2018. Published May 2018. Originally
which case this specification shall prevail.
approved in 1984. Last previous edition approved in 2014 as A830/A830M – 14.
DOI: 10.1520/A0830_A0830M-18.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 7. Keywords
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
7.1 carbon; chemical composition; non-standard grades;
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. plates; standard grades; steel; structural steel
*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 ----------------------
A830/A830M−18
A
TABLE 1 Carbon Plate Compositions, Standard Steels
Chemical Composition Limits, %
Grade Number
Carbon Manganese Phosphorous, max Sulfur, max
1006 0.08 max 0.45 max 0.030 0.030
1008 0.10 max 0.50 max 0.030 0.030
1009 0.15 max 0.60 max 0.030 0.030
1010 0.08 to 0.13 0.30 to 0.60 0.030 0.030
1012 0.10 to 0.15 0.30 to 0.60 0.030 0.030
1015 0.13 to 0.18 0.30 to 0.60 0.030 0.030
1016 0.13 to 0.18 0.60 to 0.90 0.030 0.030
1017 0.15 to 0.20 0.30 to 0.60 0.030 0.030
1018 0.15 to 0.20 0.60 to 0
...
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: A830/A830M − 14 A830/A830M − 18
Standard Specification for
Plates, Carbon Steel, Structural Quality, Furnished to
1
Chemical Composition Requirements
This standard is issued under the fixed designation A830/A830M; 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.
1. Scope*
1.1 This specification covers structural quality carbon steel plates furnished to chemical composition requirements.
1.2 The plates are available in several standard steel grades and non-standard grades.
1.3 The plates are usually furnished in the as-rolled (hot-rolled) condition.
1.4 Supplementary requirements are provided for additional requirements that may be specified on the order.
1.5 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use
or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.
1.7 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
2
2.1 ASTM Standards:
A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
3. Ordering Information
3.1 In addition to the information required by Specification A6/A6M, the order shall include the following, if applicable:
3.1.1 Silicon requirements (see 5.3 and Supplementary Requirement S96), and
3.1.2 Limitation on rimmed or capped steel.
3.1.3 An alternate designation (CS or DS, see Supplementary Requirement S98) may be used.
4. Materials and Manufacture
4.1 The steel shall be killed.
5. Chemical Composition
5.1 The heat analysis shall conform to the requirements for the applicable grade listed in Table 1, unless otherwise specified as
permitted in 5.2.
5.2 The chemical requirements for heat analysis may be specified in accordance with the ranges and limits listed in Table 2. In
such instances, the heat analysis shall conform to the requirements specified on the order.
5.3 When silicon is required, the range on heat analysis shall be from 0.15 to 0.40 % unless otherwise specified on the order
(see Supplementary Requirement S96).
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 May 1, 2014May 1, 2018. Published May 2014May 2018. Originally approved in 1984. Last previous edition approved in 20132014 as
A830/A830M – 13.A830/A830M – 14. DOI: 10.1520/A0830_A0830M-14.10.1520/A0830_A0830M-18.
2
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 ----------------------
A830/A830M − 18
A
TABLE 1 Carbon Plate Compositions, Standard Steels
Chemical Composition Limits, %
Grade Number
Number Carbon Manganese Phosphorous, max Sulfur, max
1006 0.08 max 0.45 max 0.030 0.030
1008 0.10 max 0.50 max 0.030 0.030
1009 0.15 max 0.60 max 0.030 0.030
1010 0.08 to 0.13 0.30 to 0.60 0.030 0.030
1012 0.10 to 0.15 0.30 to 0.60 0.030 0.030
1015 0.13 to 0.18 0.30 to 0.60 0.030 0.030
1016 0.13 to 0.18 0.60 to 0.90 0.030 0.030
1017 0.15 to 0.20 0.30 to 0.60 0.030 0.030
1018 0.15 to 0.20 0.60 to 0.90 0.030 0.030
1019 0.15 to 0.20 0.70 to 1.00 0.030 0.030
1020 0.18 to 0.23 0.30 to 0.60 0.030 0.030
1021 0.18 to 0.23 0.60 to 0.90 0.030 0.030
1022 0.18 to 0
...
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: A830/A830M − 18
Standard Specification for
Plates, Carbon Steel, Structural Quality, Furnished to
1
Chemical Composition Requirements
This standard is issued under the fixed designation A830/A830M; 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.
1. Scope* A6/A6M Specification for General Requirements for Rolled
Structural Steel Bars, Plates, Shapes, and Sheet Piling
1.1 This specification covers structural quality carbon steel
plates furnished to chemical composition requirements.
3. Ordering Information
1.2 The plates are available in several standard steel grades
3.1 In addition to the information required by Specification
and non-standard grades.
A6/A6M, the order shall include the following, if applicable:
1.3 The plates are usually furnished in the as-rolled (hot-
3.1.1 Silicon requirements (see 5.3 and Supplementary Re-
rolled) condition.
quirement S96), and
1.4 Supplementary requirements are provided for additional
3.1.2 Limitation on rimmed or capped steel.
requirements that may be specified on the order.
3.1.3 An alternate designation (CS or DS, see Supplemen-
1.5 When the steel is to be welded, it is presupposed that a
tary Requirement S98) may be used.
welding procedure suitable for the grade of steel and intended
use or service will be utilized. See Appendix X3 of Specifica-
4. Materials and Manufacture
tion A6/A6M for information on weldability.
4.1 The steel shall be killed.
1.6 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
5. Chemical Composition
each system may not be exact equivalents; therefore, each
5.1 The heat analysis shall conform to the requirements for
system shall be used independently of the other. Combining
the applicable grade listed in Table 1, unless otherwise speci-
values from the two systems may result in non-conformance
fied as permitted in 5.2.
with the standard.
1.7 This international standard was developed in accor-
5.2 The chemical requirements for heat analysis may be
dance with internationally recognized principles on standard- specified in accordance with the ranges and limits listed in
ization established in the Decision on Principles for the
Table 2. In such instances, the heat analysis shall conform to
Development of International Standards, Guides and Recom- the requirements specified on the order.
mendations issued by the World Trade Organization Technical
5.3 When silicon is required, the range on heat analysis shall
Barriers to Trade (TBT) Committee.
be from 0.15 to 0.40 % unless otherwise specified on the order
(see Supplementary Requirement S96).
2. Referenced Documents
2
2.1 ASTM Standards:
6. General Requirements
6.1 Material furnished under this specification shall con-
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
form to the requirements of the current edition of Specification
Stainless Steel and Related Alloys and is the direct responsibility of Subcommittee
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock and Ships.
A6/A6M, for the ordered material, unless a conflict exists in
Current edition approved May 1, 2018. Published May 2018. Originally
which case this specification shall prevail.
approved in 1984. Last previous edition approved in 2014 as A830/A830M – 14.
DOI: 10.1520/A0830_A0830M-18.
2
7. Keywords
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
7.1 carbon; chemical composition; non-standard grades;
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. plates; standard grades; steel; structural steel
*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 ----------------------
A830/A830M − 18
A
TABLE 1 Carbon Plate Compositions, Standard Steels
Chemical Composition Limits, %
Grade Number
Carbon Manganese Phosphorous, max Sulfur, max
1006 0.08 max 0.45 max 0.030 0.030
1008 0.10 max 0.50 max 0.030 0.030
1009 0.15 max 0.60 max 0.030 0.030
1010 0.08 to 0.13 0.30 to 0.60 0.030 0.030
1012 0.10 to 0.15 0.30 to 0.60 0.030 0.030
1015 0.13 to 0.18 0.30 to 0.60 0.030 0.030
1016 0.13 to 0.18 0.60 to 0.90 0.030 0.030
1017 0.15 to 0.20 0.30 to 0.60 0.030 0.030
1018 0.15 to 0.20 0.60 to 0.90 0.030 0.030
1019 0.15 to 0.20 0.70 to 1.00 0.030 0.030
1020 0.18 to 0.23 0.30 to 0.60 0.030 0.030
1021 0.18 to 0.23 0.60 t
...
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