ASTM a514 grade j steel sheet
USD $470 - $550 /Ton
Min.Order:10 Tons
Shandong Jingen International Trading Co., Ltd.
ASTM a514 grade j steel sheet
ASTM a514 grade j steel sheet
A very popular grade used extensively within the construction industry in earth moving equipment, building / support apparatus, truck frames / bodies, oil rigs, booms, and drilling equipment just to name a few. This quenched and tempered HSLA (High Strength Low Alloy) product have both tensile / yield properties at min 100ksi.
Elements | Grade A, % | Grade B, % | Grade C, % | Grade E, % | Grade F, % | Grade H, % | Grade J, % |
1-1/4 (32) | 1-1/4 (32) | 1-1/4 (32) | 6 (150) | 2-1/2 (65) | 2 (50) | 1-1/4 (32) | |
Carbon | 0.15-0.21 | 0.12-0.21 | 0.10-0.20 | 0.12-0.20 | 0.10-0.20 | 0.12-0.21 | 0.12-0.21 |
Manganese | 0.80-1.10 | 0.70-1.00 | 1.10-1.50 | 0.40-0.70 | 0.60-1.00 | 0.95-1.30 | 0.45-0.70 |
Phosphorus, max | 0.035 | 0.035 | 0.035 | 0.035 | 0.035 | 0.035 | 0.035 |
Sulfur, max | 0.04 | 0.04 | 0.04 | 0.04 | 0.04 | 0.04 | 0.04 |
Silicon | 0.40-0.80 | 0.20-0.35 | 0.15-0.30 | 0.20-0.40 | 0.15-0.35 | 0.20-0.35 | 0.20-0.35 |
Nickel | - | - | - | - | 0.70-1.00 | 0.30-0.70 | - |
Chromium | 0.50-0.80 | 0.40-0.65 | - | 1.40-2.00 | 0.40-0.65 | 0.40-0.65 | - |
Molybdenum | 0.18-0.28 | 0.15-0.25 | 0.15-0.30 | 0.40-0.60 | 0.40-0.60 | 0.20-0.30 | 0.50-0.65 |
Vanadium | - | 0.03-0.08 | - | A | 0.03-0.08 | 0.03-0.08 | - |
Titanium | - | 0.01-0.03 | - | 0.01-0.10 | - | - | - |
Zirconium | 0.05-0.15B | - | - | - | - | - | - |
Copper | - | - | - | - | 0.15-0.50 | - | - |
Boron | 0.0025 max | 0.0005-0.005 | 0.001-0.005 | 0.001-0.005 | 0.0005-0.006 | 0.0005-0.005 | 0.001-0.005 |
Columbium, max | - | - | - | - | - | - | - |
Elements | Grade M, % | Grade P, % | Grade Q, % | Grade R, % | Grade S, % | Grade T, % | |
2 (50) | 6 (150) | 6 (150) | 2-1/2 (65) | 2 (50) | 2 (50) | ||
Carbon | 0.12-0.21 | 0.12-0.21 | 0.14-0.21 | 0.15-0.20 | 0.10-0.20 | 0.08-0.14 | |
Manganese | 0.45-0.70 | 0.45-0.70 | 0.95-1.30 | 0.85-1.15 | 1.10-1.50 | 1.20-1.8 | |
Phosphorus, max | 0.035 | 0.035 | 0.035 | 0.035 | 0.035 | 0.035 | |
Sulfur, max | 0.04 | 0.04 | 0.04 | 0.04 | 0.04 | 0.01 | |
Silicon | 0.20-0.35 | 0.20-0.35 | 0.15-0.35 | 0.20-0.35 | 0.15-0.35 | 0.40-0.60 | |
Nickel | 1.20-1.50 | 1.20-1.50 | 1.20-1.50 | 0.90-1.10 | - | - | |
Chromium | - | 0.85-1.20 | 1.00-1.50 | 0.35-0.65 | - | - | |
Molybdenum | 0.45-0.60 | 0.45-0.60 | 0.40-0.60 | 0.15-0.25 | 0.10-0.35 | 0.45-0.60 | |
Vanadium | - | - | 0.03-0.08 | 0.03-0.08 | - | 0.03-0.08 | |
Titanium | - | - | - | - | c | - | |
Zirconium | - | - | - | - | - | - | |
Copper | - | - | - | - | - | - | |
Boron | 0.001-0.005 | 0.001-0.005 | - | - | 0.001-0.005 | 0.001-0.005 | |
Columbium, max | - | - | - | - | 0.06 | - |
1)May be substituted for part or all titanium content on a one for one basis.
2)Zirconium may be replaced by cerium. When cerium is added, the cerium/sulfur ratio should be approximately 1.5 to 1, based upon heat analysis.
3)Titanium may be present in levels up to 0.06% to protect the boron additions.
Tensile & Hardness Requirements
NOTE 1 - On plates wider than 24 in. (600 mm), the test specimen shall be taken in the transverse direction. (See Section 10 and Specification A 6/A 6M)
NOTE 2 - Either the full thickness rectangular specimen shown in Fig. 3 of the Methods and Definitions A 370, or the 1/2-in. (12.5-mm) diameter specimen shown in Fig. 4 of Methods and Definitions A 370 may be used for plates over 3/4 to 1-1/2 in. (20 to 40 mm) in thickness.
Thickness, in. (mm) | Ultimate Tensile Strength ksi (MPa) | Yield StrengthAmin, ksi (MPa) | Elongation in 2 in. (50 mm), B,C,D,E | Reduction of Area,B,C | Brinell HardnessFNumber |
To 3/4 (20), incl | 110 to 130 (760 to 895) | 100 (690) | 18 | 40G | 235 to 293 |
Over 3/4 to 2-1/2 (20 to 65), incl | 110 to 130 (760 to 895) | 100 (690) | 18 | 40G, 50H | - |
Over 2-1/2 to 6 (65 to 150), incl | 100 to 130 (690 to 895) | 90 (620) | 16 | 50H | - |
1)Measured at 0.2% offset or 0.5% extension under load as described in the Determination of Tensile Properties section of Methods and Definitions A 370.
2)Elongation and reduction of area not required to be determined for floor plates.
3)For plates tested in the transverse direction, the elongation minimum percent is reduced by 2% and the reduction of area minimum requirement is reduced by 5%.
4)When measured on the Fig. 3 (Methods and Definitions a 370) 1-1/2 in. (40mm) wide specimen (see Note 2 of this table), the elongation is determined in a 2 in. (50-mm) gage length which includes the fracture and shows the greatest elongation.
5)For nominal thickness under 5/16 in. (8 mm), a deduction from the specified percentage of elongation shall be made for decreases of the nominal thickness below 5/16 in (8 mm). See elongation requirement adjustments under the Tension Tests section of Specification A 6/A 6M, for deduction values. However, the deduction may not exceed 3%.
6)See Section 8 of this specification.
7)When measured on the Fig. 3 (Methods and Definitions A 370) 1-1/2 in.(40mm) wide, specimen (see Note 2 of this table).
8)When measured on the Fig. 4 (Methods and Definitions A 370) 1-1/2 in.(12.5mm) round specimen (see Note 2 of this table).
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