ASTM A830/A830M-00
(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
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.
General Information
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Standards Content (Sample)
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: A 830/A 830M – 00
Standard Specification for
Plates, Carbon Steel, Structural Quality, Furnished to
1
Chemical Composition Requirements
This standard is issued under the fixed designation A 830/A 830M; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope 4. Materials and Manufacture
1.1 This specification covers structural quality carbon steel 4.1 Steel specified to a maximum carbon content of 0.39 %
plates furnished to chemical composition requirements. or lower on heat analysis may be made to any deoxidation
1.2 The plates are available in several standard steel grades practice unless otherwise specified on the order.
and non-standard grades. 4.2 Steel specified to a maximum carbon content of 0.40 %
1.3 The plates are usually furnished in the as-rolled (hot- or higher on heat analysis shall be killed unless otherwise
rolled) condition. specified on the order.
1.4 Supplementary requirements are provided for additional 4.3 If rimmed or capped steel is not acceptable, Supplemen-
requirements that may be specified on the order. tary Requirement S97 shall be specified on the order.
1.5 When the steel is to be welded, it is presupposed that a
5. Chemical Composition
welding procedure suitable for the grade of steel and intended
use or service will be utilized. See Appendix X3 of Specifica- 5.1 The heat analysis shall conform to the requirements for
the applicable grade listed in Table 1, unless otherwise speci-
tion A 6/A 6M for information on weldability.
fied as permitted in 5.2.
2. Referenced Documents
5.2 The chemical requirements for heat analysis may be
2.1 ASTM Standards: specified in accordance with the ranges and limits listed in
A 6/A 6M Specification for General Requirements for Table 2. In such instances, the heat analysis shall conform to
Rolled Structural Steel Bars, Plates, Shapes, and Sheet the requirements specified on the order.
2
Piling 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
3. Ordering Information
(see Supplementary Requirement S96).
3.1 In addition to the information required by Specification
6. General Requirements
A 6/A 6M, the order shall include the following, if applicable:
3.1.1 Silicon requirements (see 5.3 and Supplementary Re- 6.1 Material furnished under this specification shall con-
quirement S96), and form to the requirements of the current edition of Specification
3.1.2 Limitation on rimmed or capped steel (see 4.3 and A 6/A 6M, for the ordered material, unless a conflict exists in
Supplementary Requirement S97). which case this specification shall prevail.
7. Keywords
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
7.1 carbon; chemical composition; non-standard grades;
Stainless Steel, and Related Alloys and is the direct responsibility of Subcommittee
plates; standard grades; steel; structural steel
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
Current edition approved Sept. 10, 2000. Published October 2000. Originally
published as A 830 – 84a. Last previous edition A 830/A 830M – 93a (1998).
2
Annual Book of ASTM Standards, Vol 01.04.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
A 830/A 830M
A
TABLE 1 Carbon Plate Compositions, Standard Steels
Grade Chemical Composition Limits, %
SAE
UNS Carbon Manganese Phosphorous, max Sulfur, max
Number
G10060 1006 0.08 max 0.45 max 0.035 0.04
G10080 1008 0.10 max 0.50 max 0.035 0.04
G10090 1009 0.15 max 0.60 max 0.035 0.04
G10100 1010 0.08 to 0.13 0.30 to 0.60 0.035 0.04
G10120 1012 0.10 to 0.15 0.30 to 0.60 0.035 0.04
G10150 1015 0.12 to 0.18 0.30 to 0.60 0.035 0.04
G10160 1016 0.12 to 0.18 0.60 to 0.90 0.035 0.04
G10170 1017 0.14 to 0.20 0.30 to 0.60 0.035 0.04
G10180 1018 0.14 to 0.20 0.60 to 0.90 0.035 0.04
G10190 1019 0.14 to 0.20 0.70 to 1.00 0.035 0.04
G10200 1020 0.17 to 0.23 0.30 to 0.60 0.035 0.04
G10210 1021 0.17 to 0.23 0.60 to 0.90 0.035 0.04
G10220 1022 0.17 to 0.23 0.70 to 1.00 0.035 0.04
G10230 1023 0.19 to 0.25 0.30 to 0.60 0.035 0.04
G10250 1025 0.22 to 0.28 0.30 to 0.60 0.035 0.04
G10260 1026 0.22 to 0.28 0.60 to 0.90 0.035 0.04
G10300 1030 0.27 to 0.34 0.60 to 0.90 0.035 0.04
G10330 1033 0.29 to 0.36 0.70 to 1.00 0.035 0.04
G10350 1035 0.31 to 0.38 0.60 to 0.90 0.035 0.04
G10370 1037 0.31 to
...
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