Grade Grade A Type S
Corresponding Standard ASME SA-53/SA-53M-2023
Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless
Classification Carbon Steel
Grade A Type S Chemical Element Composition Content (%)
Component C * Mn P S Cr Ni Cu Mo V More
Minimum Value - - - - - - - - - Cu+Ni+Cr+Mo+V≤1
Maximum Value 0.25 0.95 0.05 0.045 0.4 0.4 0.4 0.15 0.08
* For each reduction of 0.01 % below the specified carbon maximum, an increase of 0.06 % manganese above the specified maximum will be permitted up to a maximum of 1.35 %.
Grade A Type S Mechanical Properties
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
≥330 ≥205
① The minimum elongation in 2 in. [50 mm] shall be that determined by the
following equation:
e = 625000(1940)A<sup>0.2</sup> / U<sup>0.9</sup>
where:
e = minimum elongation in 2 in. or 50 mm in percent, rounded to the nearest percent,
A = the lesser of 0.75 in. 2 [500 mm 2 ] and the cross-sectional area of the tension test specimen, calculated using the specified outside diameter of the pipe, or the nominal width of the tension test specimen and the specified wall thickness of the pipe, with the calculated value rounded to the nearest 0.01 in.<sup>2</sup> [1 mm<sup>2</sup>], and
U = specified minimum tensile strength, psi [MPa].
② See Table X4.1 or Table X4.2, whichever is applicable, for the minimum elongation values that are required for various combinations of tension test specimen size and specified minimum tensile strength.
GradeATypeS Corresponding Standards(Same grade name, different standards)

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