High-Strength Low-Alloy Structural Steel

High-Strength Low-Alloy Structural Steel
Details:
According to A242/A242M − 13
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Description
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Yosun (Tianjin) Piping Engineering Co., Ltd. is one of the most credible manufacturers and suppliers of high-strength low-alloy structural steel in China. Please feel free to wholesale customized high-strength low-alloy structural steel at competitive price from our factory. If you have any enquiry about quotation, please feel free to email us.

 

Products Description

 
Plates and BarsA
Structural Shapes
For thicknesses
3⁄4 in.[20 mm],
andunder
For thicknesses
over3⁄4 to 1 1⁄2 in.
[20 to 40
mm], incl
For thicknesses
over1 1⁄2 to 4 in.
[40 to 100
mm], incl
For flange or
leg thicknesses
1.5 in. [40 mm]
and under
For flange
thicknesses
over 1.5 in.
[40 mm] to
2 in. [50
mm], incl
For flange
thicknesses
over 2 in.
[50 mm]
Tensile strength, min, ksi [MPa]
70 [480]
67 [460]
63 [435]
70 [485]
67 [460]
63 [435]
Yield point, min, ksi [MPa]
50 [345]
46 [315]
42 [290]
50 [345]
46 [315]
42 [290]
Elongation in 8 in. [200 mm], min, %
18B,C
18B,C 18B,C
18C
18 18
Elongation in 2 in. [50 mm], min, %
21C
21C
21C 21 21 21D

ASee the Orientation subsection in the Tension Tests section of Specification A6/A6M.

BElongation not required to be determined for floor plate.

CFor plates wider than 24 in. [600 mm] the elongation requirement is reduced two percentage points. See the Elongation Requirement Adjustments subsection in the Tension Tests section of Specification A6/A6M.

DFor wide flange shapes over 426 lb/ft [634 kg/m], elongation in 2 in. [50 mm] of 18 % minimum applies.

Chemical Requirements (Heat Analysis)

 
Composition, %
Type 1
Carbon, max
0.15
Manganese, max
1.00
Phosphorus, max
0.15
Sulfur, max
0.05
Copper, min
0.20

General Requirements for Delivery

  1. Structural products furnished under this specification shall conform to the requirements of the current edition of
Specification A6/A6M, for the specific structural product ordered, unless a conflict exists, in which case this specification shall prevail.

 2.Coils are excluded from qualification to this specification until they are processed into a finished structural product.

Structural products produced from coil means structural products that have been cut to individual lengths from a coil. The processor directly controls, or is responsible for, the operations involved in the processing of a coil into a finished structural product. Such operations include decoiling, leveling or
straightening, hot-forming or cold-forming (if applicable), cutting to length, testing, inspection, conditioning, heat treatment (if applicable), packaging, marking, loading for shipment, and certification.
 

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