EN 10083-3:2006 34CrNiMo6 Steel: Specifications & Listings

EN 10083-3:2006 34CrNiMo6: A nickel chromium molybdenum alloy steel for quenching and tempering to EN 10083-3:2006 (steel number 1.6582). Supplied as semi-finished products, bars, rod, wide flats, hot rolled strip, sheet and plate, and forgings. Quenched and tempered tensile strength 1200 to 1400 MPa for ruling sections up to 16 mm.

Forms: Round Bar Category: Alloy Steel
Grade Details
GradeEN 10083-3:2006 34CrNiMo6
Standard EN 10083-3:2006
ApplicationsHeavy duty shafts, crankshafts, gears, high tensile components
Most Active InWest (Maharashtra)
Equivalent / Similar Grades
Grade Standard Region Live on M-EX
BS 970 EN24 BS 970:1955 UK 14 listings, 22 RFQs →
SAE J404 4340 SAE J404:2009 USA 17 listings, 15 RFQs →
JIS G4103 SNCM439 JIS G4103:1979 Japan 3 listings, 0 RFQs →
IS 4367 40Ni6Cr4Mo3 IS 4367:1991 India 0 listings, 2 RFQs →
ISO 36CrNiMo6 ISO 683-1:1987 International Not yet on M-EX
DIN 34CrNiMo6 (1.6582) DIN Germany Not yet on M-EX
BS 970 (Part 3) 817M40 BS 970 (Part 3):1991 UK 2 listings, 0 RFQs →
SS 2541 SS Sweden Not yet on M-EX
Market Snapshot
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Supply & Demand by FormSee Full Supply & Demand →
Round Bar →
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Grade ComparisonCompare With a Specific Grade →
Grade Standard Match
EN 10083-1 34CrNiMo6 EN 10083-1:1991 Strong Match
EN 10083-1 34CrNiMo6 EN 10083-1:1996 Strong Match
BS 970 (Part 3) 817M40 BS 970 (Part 3):1991 Close Alternative
BS 970 (Part 3) 822M17 BS 970 (Part 3):1991 Close Alternative
BS 970 (Part 1) 817A37 BS 970 (Part 1):1983 Close Alternative
BS 970 (Part 1) 817M40 BS 970 (Part 1):1983 Close Alternative
BS 970 (Part 1) 817A42 BS 970 (Part 1):1983 Close Alternative
BS 970 (Part 1) 822M17 BS 970 (Part 1):1983 Close Alternative
Matched by chemical composition and mechanical properties, not a formal equivalence claim. Always verify against the applicable standard before substitution.
Chemical Composition (%)
C Cr Mn Mo Ni P S Si
0.30-0.38 1.30-1.70 0.50-0.80 0.15-0.30 1.30-1.70 <=0.025 <=0.035 <=0.40
Mechanical Properties
Condition Quenched and tempered (+QT), ruling section d <= 16 mm
Elongation 9% min
Hardness Soft annealed (+A): 248 HBW max
Tensile Strength 1200 to 1400 MPa
Yield Strength 1000 MPa min
Typical Available Sizes
Round Bar 20mm–400mm dia
Flat Bar 25×10mm–300×80mm
Sizes are indicative. Contact seller for exact availability.

More data from EN 10083-3:2006

From the standard
Other composition limits Table 3 and its notes
Steel number
1.6582
Steel class
Alloy special steel (clause 4.1)
Deoxidation
Killed
Improved machinability
Sulphur up to about 0.10 may be supplied on request; the manganese upper limit may then rise by 0.15 (Table 3, footnote c)
Elements not quoted in Table 3 are not intentionally added without the purchaser's agreement, other than for finishing the heat. With hardenability or quenched and tempered property requirements, slight deviations within Table 4 are permitted except for carbon, phosphorus and sulphur.
Source: EN 10083-3:2006, Table 3 and its notes
Mechanical properties, quenched and tempered (+QT) 5 sections
Ruling sectionYield strength Re, min (MPa)Tensile strength Rm (MPa)Elongation A, min (%)Reduction of area Z, min (%)Impact KV, min (J)
d <= 16 mm, t <= 8 mm10001200 to 1400940-
16 mm < d <= 40 mm, 8 mm < t <= 20 mm9001100 to 1300104545
40 mm < d <= 100 mm, 20 mm < t <= 60 mm8001000 to 1200115045
100 mm < d <= 160 mm, 60 mm < t <= 100 mm700900 to 1100125545
160 mm < d <= 250 mm, 100 mm < t <= 160 mm600800 to 950135545
Re is the upper yield strength or, if no yield phenomenon occurs, the 0.2% proof strength; A on gauge length 5.65 times the root of the original cross section; KV on longitudinal Charpy V-notch test pieces, average of 3 values, no single value below 70% of the minimum. Ruling sections as in EN 10083-1:2006, Annex A. Sizes not listed are not covered by the standard.
Source: EN 10083-3:2006, Table 8
Maximum hardness by delivery condition Table 7
Treated to improve shearability (+S), max
Not specified
Soft annealed (+A), max
248 HBW
Values also apply to the grades with hardenability requirements (+H, +HH, +HL); not applicable to continuously cast slabs not further deformed. Where shearability is important, order this steel soft annealed.
Source: EN 10083-3:2006, Table 7
Hardenability, end quench test (+H) Hardness band
Hardness band (HRC, minimum to maximum) by distance from the quenched end (mm)
1.5
3
5
7
9
11
13
15
20
25
30
35
40
45
50
Distance from quenched end (mm)1.5357911131520253035404550
Maximum, HRC585858585757575757575757575757
Minimum, HRC505050504948484848474747464544
Applies when ordered with the symbol +H. End quench test to EN ISO 642, quenching from 850 ± 5 deg C (Table 11).
Source: EN 10083-3:2006, Table 5
Restricted hardenability (+HH, +HL), HRC Table 6
Limit1.5 mm3 mm5 mm7 mm9 mm11 mm13 mm15 mm20 mm25 mm30 mm35 mm40 mm45 mm50 mm
+HH max.585858585757575757575757575757
+HH min.535353535251515151505050504948
+HL max.555555555454545454545454535353
+HL min.505050504948484848474747464544
Restricted scatter bands by distance from the quenched end.
Source: EN 10083-3:2006, Table 6
Heat treatment Table 11
Quenching
830 to 860 deg C
Quenching agent
Oil or water
Tempering
540 to 660 deg C
End quench test
850 ± 5 deg C
Guidance values except the end quench test temperature, which is mandatory. Lower quenching temperatures generally for water, upper for oil; austenitizing at least 30 min, tempering at least 60 min (guide values).
Source: EN 10083-3:2006, Table 11

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Round Bar (3)

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