• ASTM A572/A572M-15

ASTM A572/A572M-15

  • standard by ASTM International, 03/01/2015
  • Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel
  • Category: ASTM

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Full Description

1.1 This specification covers five grades of high-strength low-alloy structural steel shapes, plates, sheet piling, and bars. Grades 42 [290], 50 [345], and 55 [380] are intended for riveted, bolted, or welded structures. Grades 60 [415] and 65 [450] are intended for riveted or bolted construction of bridges, or for riveted, bolted, or welded construction in other applications.

1.2 For applications, such as welded bridge construction, where notch toughness is important, notch toughness requirements are to be negotiated between the purchaser and the producer.

1.3 Specification A588/A588M shall not be substituted for Specification A572/A572M without agreement between the purchaser and the supplier.

1.4 The use of columbium, vanadium, titanium, nitrogen, or combinations thereof, within the limitations noted in Section 5, is required; the selection of type (1, 2, 3, or 5) is at the option of the producer, unless otherwise specified by the purchaser. (See Supplementary Requirement S90.)

1.5 The maximum thicknesses available in the grades and products covered by this specification are shown in Table 1.

(A) In the above tabulation, Grades 42, 50, and 60 [290, 345, and 415], are the yield point levels most closely approximating a geometric progression pattern between 36 ksi [250 MPa], min, yield point steels covered by Specification A36/A36M and 100 ksi [690 MPa], min, yield strength steels covered by Specification A514/A514M.
(B) Round bars up to and including 11 in. [275 mm] in diameter are permitted.
(C) Round bars up to and including 31/2 in. [90 mm] in diameter are permitted.

1.6 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.

(A) Copper when specified shall have a minimum content of 0.20 % by heat analysis (0.18 % by product analysis).
(B) Manganese, minimum, by heat analysis of 0.80 % (0.75 % by product analysis) shall be required for all plates over ³/8 in. [10 mm] in thickness; a minimum of 0.50 % (0.45 % by product analysis) shall be required for plates ³/8 in. [10 mm] and less in thickness, and for all other products. The manganese to carbon ratio shall not be less than 2 to 1.
(C) Bars over 11/2 in. [40 mm] in diameter, thickness, or distance between parallel faces shall be made by a killed steel practice.
(D) For each reduction of 0.01 percentage point below the specified carbon maximum, an increase of 0.06 percentage point manganese above the specified maximum is permitted, up to a maximum of 1.60 %.
(E) Round bars up to and including 11 in. [275 mm] in diameter are permitted.
(F) Round bars up to and including 31/2 in. [90 mm] in diameter are permitted.

Document History

ASTM A572/A572M-21e1

ASTM A572/A572M-21

ASTM A572/A572M-18

ASTM A572/A572M-15

ASTM A572/A572M-13a

ASTM A572/A572M-13

ASTM A572-82

ASTM A572/A572M-07

ASTM A572/A572M-02

ASTM A572/A572M-00a

ASTM A572/A572M-03a

ASTM A572/A572M-01

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