ASTM International - ASTM A529/A529M-03

Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

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Organization: ASTM International
Publication Date: 10 April 2002
Status: historical
Page Count: 3
ICS Code (Heat-treatable steels): 77.140.10
scope:

1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural purposes.

1.2 Material under this specification is available in two grades:

GradeYield Strength,ksi [MPa]Thickness
50 [345]50 [345]Plates to 1 in. [25 mm] thickto 14 in. [355 mm] wide
Bars to 31/2 in. [90 mm]
Shapes with flange or leg thickness to 11/2 in. [40 mm] inclusive
55 [380]55 [380]Plates to 1 in. [25 mm] thick to 14 in. [355 mm] wide
Bars to 3 in. [75 mm]
Shapes with flange or leg thickness to 11/2 in. [40 mm] inclusive

1.3 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 A 6/A 6M for information on weldability.

1.4 The values stated in either inch-pound units or SI units are to be regarded 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 must be used independently of the other.

Document History

May 1, 2019
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
October 1, 2014
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
October 1, 2009
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
March 1, 2005
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
April 1, 2004
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
November 10, 2002
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
ASTM A529/A529M-03
April 10, 2002
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
June 13, 2001
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
June 13, 2001
Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality
1.1 This specification covers carbon-manganese steel shapes, plates, and bars of structural quality for use in riveted, bolted, or welded construction of buildings and for general structural...
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