Grade 42CrMoS4
1.7227
Old Grade
Corresponding Standard NF EN 10083-3-2006
Tempered alloy structural steel
Classification Alloy Steel
42CrMoS4 Chemical Element Composition Content (%)
Component C Si Mn P S Cr Mo
Minimum Value 0.38 - 0.6 - 0.02 0.9 0.15
Maximum Value 0.45 0.4 0.9 0.025 0.04 1.2 0.3
42CrMoS4 Mechanical Properties
condition Heat Treatment or Condition
Tensile Strength
σb
Mpa
Yield Point
σs
Mpa
Elongation or Extension Rate
δ
%
Reduction of Area
ψ
%
Hardness
HBW
Impact Energy Absorption
KV2
J
Steel: d ≤ 16mm; t ≤ 8mm Quenching + Tempering (+QT) 1100~1300 ≥900 ≥10 ≥40 HRC ①
≥53
Steel: 16mm ≤ d ≤ 40mm; 8mm ≤ t ≤ 20mm Quenching + Tempering (+QT) 1000~1200 ≥750 ≥11 ≥45 HRC ①
≥53
≥35
Steel: 40mm ≤ d ≤ 100mm; 20mm ≤ t ≤ 60mm Quenching + Tempering (+QT) 900~1100 ≥650 ≥12 ≥50 HRC ①
≥53
≥35
Steel: 100mm ≤ d ≤ 160mm; 60mm ≤ t ≤ 100mm Quenching + Tempering (+QT) 800~950 ≥550 ≥13 ≥50 HRC ①
≥53
≥35
Steel: 160mm ≤ d ≤ 250mm; 100mm ≤ t ≤ 160mm Quenching + Tempering (+QT) 750~900 ≥500 ≥14 ≥55 HRC ①
≥53
≥35
Steel: Processed to a Certain Shearability (+S)
≤255
Steel: Softening Annealing (+A) ≤241

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