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ASTM A573/A573M-05(2009)

(Specification)

Standard Specification for Structural Carbon Steel Plates of Improved Toughness

Standard Specification for Structural Carbon Steel Plates of Improved Toughness

ABSTRACT
This specification covers structural quality carbon-manganese-silicon steel plates in three tensile strength ranges intended primarily for service at atmospheric temperatures where improved notch toughness is important. If the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service shall be utilized. The steel shall be made by fine grain practice. Heat and product analysis shall conform to the chemical composition requirements prescribed for carbon, manganese, phosphorus, sulfur, and silicon. The tension test specimen shall conform to the tensile requirements including tensile strength, yield point, and elongation.
SCOPE
1.1 This specification covers structural quality carbon-manganese-silicon steel plates in three tensile strength ranges intended primarily for service at atmospheric temperatures where improved notch toughness is important.  
1.2 Plates covered by this specification are limited to a maximum thickness of 1.5 in. [40 mm].  
1.3 If 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.  
1.4 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 are not exact equivalents; therefore, each system is to be used independently of the other without combining values in any way.

General Information

Status
Historical
Publication Date
30-Sep-2009
ICS
77.140.50 - Flat steel products and semi-products
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships
Current Stage
Ref Project

Relations

Replaces
ASTM A573/A573M-05 - Standard Specification for Structural Carbon Steel Plates of Improved Toughness
Effective Date
01-Oct-2009
Replaced By
ASTM A573/A573M-13 - Standard Specification for Structural Carbon Steel Plates of Improved Toughness
Effective Date
15-Nov-2013
Referred By
ASTM A786/A786M-15(2021) - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates
Effective Date
01-Oct-2009

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ASTM A573/A573M-05(2009) - Standard Specification for Structural Carbon Steel Plates of Improved ToughnessASTM A573/A573M-05(2009) - Standard Specification for Structural Carbon Steel Plates of Improved Toughness
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ASTM A573/A573M-05(2009) - Standard Specification for Structural Carbon Steel Plates of Improved Toughness
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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:A573/A573M −05(Reapproved2009)
Standard Specification for
Structural Carbon Steel Plates of Improved Toughness
This standard is issued under the fixed designationA573/A573M; 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 2. Referenced Documents
1.1 This specification covers structural quality carbon- 2.1 ASTM Standards:
manganese-silicon steel plates in three tensile strength ranges A6/A6M Specification for General Requirements for Rolled
intended primarily for service at atmospheric temperatures Structural Steel Bars, Plates, Shapes, and Sheet Piling
where improved notch toughness is important.
3. General Requirements for Delivery
1.2 Plates covered by this specification are limited to a
3.1 Plates furnished under this specification shall conform
maximum thickness of 1.5 in. [40 mm].
to the requirements of the current edition of Specification
1.3 If the steel is to be welded, it is presupposed that a
A6/A6M, unless a conflict exists in which case this specifica-
welding procedure suitable for the grade of steel and intended
tion shall prevail.
use or service will be utilized. See Appendix X3 of Specifica-
tion A6/A6M for information on weldability. 4. Materials and Manufacture
1.4 The values stated in either inch-pound units or SI units
4.1 The steel shall be made to fine grain practice.
are to be regarded separately as standard. Within the text, the
5. Chemical Composition
SI units are shown in brackets. The values stated in each
system are not exact equivalents; therefore, each system is to
5.1 The heat analysis shall conform to the requirements
beusedindependentlyoftheotherwithoutcombiningvaluesin
given in Table 1.
any way.
5.2 The product analysis shall conform to the requirements
given in Table 1 subject to the product analysis tolerances in
Specification A6/A6M.
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. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Oct. 1, 2009. Published December 2009. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 1966. Last previous edition approved in 2005 as A573/A573M – 05. Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/A0573_A0573M-05R09. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
A573/A573M−05(Reapproved2009)
6. Tension Test
6.1 The plates, as represented by the tension test specimens,
shall conform
...

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