EN 10083-2:2006 28Mn6 Steel: Specifications & Listings

EN 10083-2:2006 28Mn6: A manganese steel for quenching and tempering to EN 10083-2:2006 (steel number 1.1170, non alloy special steel). Supplied as semi-finished products, bars, rod, wide flats, hot rolled strip, sheet and plate, and forgings. Quenched and tempered tensile strength 800 to 950 MPa for ruling sections up to 16 mm.

Forms: Round Bar Category: Carbon Steel
Grade Details
GradeEN 10083-2:2006 28Mn6
Standard EN 10083-2:2006
ApplicationsHeavy duty shafts, couplings, structural components
Most Active InWest (Maharashtra, Gujarat)
Equivalent / Similar Grades
Grade Standard Region Live on M-EX
BS 970 EN15 BS 970:1955 UK 3 listings, 0 RFQs →
SAE J404 1330 SAE J404:2009 USA 3 listings, 0 RFQs →
SAE J403 1527 SAE J403:2014 USA 4 listings, 1 RFQ →
ISO 28Mn6 ISO 683-1:1987 International Not yet on M-EX
DIN 17200 28Mn6 DIN 17200:1986 Germany 1 listing, 1 RFQ →
BS 150M28 BS UK Not yet on M-EX
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Grade Standard Match
EN 10083-1 28Mn6 EN 10083-1:1991 Strong Match
EN 10083-1 28Mn6 EN 10083-1:1996 Strong Match
IS 11169 (Part 1) 40C15 IS 11169 (Part 1):2022 Close Alternative
EN 10083-2 C50E EN 10083-2:2006 Related Material
EN 10083-2 C55E EN 10083-2:2006 Related Material
EN 10083-1 2C50 EN 10083-1:1991 Related Material
EN 10083-1 2C55 EN 10083-1:1991 Related Material
EN 10083-1 C50E EN 10083-1:1996 Related Material
Matched by chemical composition and mechanical properties, not a formal equivalence claim. Always verify against the applicable standard before substitution.
Chemical Composition (%)
C Cr Cr+Mo+Ni Mn Mo Ni P S Si
0.25-0.32 <=0.40 <=0.63 1.30-1.65 <=0.10 <=0.40 <=0.030 <=0.035 <=0.40
Mechanical Properties
Condition Quenched and tempered (+QT), ruling section d <= 16 mm
Elongation 13% min
Hardness Soft annealed (+A): 223 HBW max
Tensile Strength 800 to 950 MPa
Yield Strength 590 MPa min
Typical Available Sizes
Round Bar 16mm–250mm dia
Flat Bar 20×8mm–150×40mm
Sizes are indicative. Contact seller for exact availability.

More data from EN 10083-2:2006

From the standard
Other composition limits Table 3 and its notes
Steel number
1.1170
Steel class
Non alloy special steel (clause 4.1)
Deoxidation
Killed (clause 6.2)
Sulphur, flat products
May be restricted to max. 0.010 if agreed at enquiry and order (Table 3, footnote e)
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)
Restricted options
Without hardenability or mechanical property requirements, a carbon range of 0.05 and/or Cr + Mo + Ni max. 0.45 may be agreed (Table 3, footnote d)
Elements not quoted in Table 3 are not intentionally added without the purchaser's agreement, other than for finishing the heat.
Source: EN 10083-2:2006, Table 3 and its notes
Mechanical properties, quenched and tempered (+QT) 3 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 mm590800 to 9501340-
16 mm < d <= 40 mm, 8 mm < t <= 20 mm490700 to 850154540
40 mm < d <= 100 mm, 20 mm < t <= 60 mm440650 to 800165040
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.
Source: EN 10083-2:2006, Table 9
Mechanical properties, normalized (+N) 3 sizes
SizeYield strength Re, min (MPa)Tensile strength Rm, min (MPa)Elongation A, min (%)
d <= 16 mm, t <= 16 mm34563017
16 mm < d <= 100 mm, 16 mm < t <= 100 mm31060018
100 mm < d <= 250 mm, 100 mm < t <= 250 mm29059018
For plates over 10 mm and bars over 100 mm diameter a hardness test may be agreed instead of the tensile test, converted to tensile strength according to EN ISO 18265 (clause 7.1.4).
Source: EN 10083-2:2006, Table 10
Maximum hardness by delivery condition Table 8
Treated to improve shearability (+S), max
255 HBW
Soft annealed (+A), max
223 HBW
Values also apply to the grades with hardenability requirements (+H, +HH, +HL); not applicable to continuously cast slabs not further deformed.
Source: EN 10083-2:2006, Table 8
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, HRC545351484441383531292726252524
Minimum, HRC4542372721
Applies when ordered with the symbol +H; otherwise for guidance only. End quench test to EN ISO 642, quenching from 850 ± 5 deg C (Table 13).
Source: EN 10083-2:2006, Table 5
Restricted hardenability (+HH, +HL), HRC Table 7
Limit1.5 mm3 mm5 mm7 mm9 mm11 mm13 mm15 mm20 mm25 mm30 mm35 mm40 mm45 mm50 mm
+HH max.545351484441383531292726252524
+HH min.4846423430272421-------
+HL max.51494641353229262220-----
+HL min.4542372721----------
Restricted scatter bands by distance from the quenched end.
Source: EN 10083-2:2006, Table 7
Heat treatment Table 13
Quenching
840 to 880 deg C
Quenching agent
Water or oil
Tempering
540 to 680 deg C
End quench test
850 ± 5 deg C
Normalizing
850 to 890 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 10083-2:2006, Table 13

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