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CLASSIFICATION s-E-C-R-E-T
CENTRAL MEMI`..._ ..__
Cdl fE /
US OFFICIALS ONLY
ff
REPORT
CD NO.
DATE OF
Ge ars Democratic Republic
Economic - Technological, steel specifications
}rI{ !5CU\rr m\\vil5 * 1 \\nsalr {,C;IM 791 II*5Orw6 R\(rr\t.
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\. {. 4.. \I Am% 0.
, n sorn\n Ir w/Y p&*YQ\'IR nr tl\{lyrylp\tY{R n\{6I IA mrw
rl\7YIR I~ uw. IAYR!Rtlg6'II\II ir( PRI{ (Q\\ 10 -\R\i\{1Y{\
DATE LIST.) Apr 1952
NO, OF PAGES 33
SUPPLEMENT TO
REPORT NO.
THIS IS UNEVALUATED INFORMATION
INDEX LIST OF "S` 7V-W,
OF GDR INAI! DEPARTt(P.NT F-H i P'ALI:URGY
Steel Types Accord'-!& to DIN (German Industrial Standards) Specifications
Steel for machine building, nonalloyed (section steel,
bar-steel
Structural steel
Structural alloy steel
Boiler plate
Steel .pipe
Sheet (heavy, mecli.'m, and thin sheet)
.Thin sheet
CONTROL/US OFFICIALS ONLY
CLASSIFICA11ON . S-E-C-R -S-T
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i
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Steel Types According to GOST Specificiations
Special-Purpose Steel Types
Railroad steel
Further sheets on tool steel and special-quality steel types are in
preparation, and will be added to this list as soon as production of them
becomes feasible.
A temporary, arbitrary list of special-quality types which have already
been produced is given on sheet 11.
Special sheets are being prepared listing those types of steel which are
being produced in plants not belonging to the Main Department for Metallurgy.
The Index List of Steel Types of the Min Department for Metallurgy of
the Ministry of industry contains those steel types which are being produced
in the German Democratic Republic at present. Steel types not listed in the
index are not being produced. In exceptional cases the amain Department for
Metallurgy can awake a. decision, after checking with the Iron Research Insti-
tute (Corporation of Public Law), Hennigsdorf, on production possibilities.
DIN specificiationg were the basis for the index List of Steel Types.
To supplement this list, types on the SEL (Steel-Iron List), the specifica-
tim for which conform with those of the norm DIN 17006, are also given.
Types given in parentheses in the "DIN" and "SSL" columns are those for which
the designations given do not conform fully with both sets of specifications.
Analysis values given in parentheses in the "Composition" column indicate that
these either are not container', in the DIN specifications or do not conform to
them. The analysis values in parentheses are valid as basic values for the
steel mill, but not in regard to acceptance.
M Open hearth steel
T -- Thomas steel
Ts - Thomas steel, special quality
E -- Electrosteel
b -- Killed steel (beruhigt)
u -- Rimmed steel (unberuhigt)
Abbreviations in the column "Producing Plant," which indicates the
enterprises of the WR Vest; (Federation of People-Owned Iron and Steel
prises), are as follows.
H -- Hennigsdorf
R -- Riess
H -- Mexhuette
G -- Groeditz
D -- Doehlen
+ means 'is produced"
- means "is not produced"
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~7~e ., Ow O. . r o! t 4L*te the *to of ~-
dae t! t ea-'l we cyst 1 of tb color claaeitieatiOU,
aAbb'e'viattO =xee! t the toles inoa1 de;
Sterl1
axiom
Ar
'5 iina of
h o ._ wloio~t-tiaa rat ii+eldi pointff
mor
fft is pot caztain wether or not the iig es 5 and 10 refer to the
aiae bt the test piece 4be treaeiaa oi' the Bbl ? .wt deefinite1y
eetabIlAbA ., but it a'pp'eaz?e to be a *wswc of is Ict e j
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Ministry of Industry Main Department for Metallurgy
Steel for Machine-Building, Nonalloyed
Index List of Steel Types
Section Steel, Steel Bars, Flat Bar-Steel
DIN
^GHL
Produr_i Plant.
Co sition
Sheet
Designation
Metncd
Production
No
Designation
H
H
M
0
C
Si
Mn
-! -`
+
+
?a
Without
guaran ee
St 37-11
M T
+
+
+
-
St 34-11 1f
Mb
(161
Mb 7
ca
(max .10
C)
-
Mu
(19)
Mu 7)
+
-
-
ca .12
max .l2
Sp.
T.
25-.401
+2-:
o
}
-
-
ca. .25
.25-?35
0)
1611
~~
u
+
+
ca. .25
Sp.
25-70)
---SF 56-11
M
85
M 33
.3.
~.
-
~)
,-
ce... .35
o-11
st
M
93
M
{,
(
ca. .450
.30-.50
5- 5
St 70-11
M
(1 )
(M 59)
t
_
{
-
cac Y 0
-30-450)
(?50-.70)
St 4C-12
M T
+
+
4-
-
tae .55
6Jithout w- ,i atee
3 -12 i
st
M b
Mb 7
+
+
_
_
u x .20
. 2 5 - . 3 5
5 - ? 0
1612
Mu
(19)
(Mu 7)
?
+
six .20
tmx 1
SR.
(.25-.40)
St 37-12 (1)
Mb
51
Mb
+
-
-
max .20
.25-?35)
(.25-.40
Mu
53
Mu
4-
-
-
1 max
.20
s
T
1
m .1
Thomas apec:al
unlit
Tn
w
-
i
maa~ .1
Sp.
(.25-.40)
LAdjoins page 6 here]
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Steel for Machine-Building, Nonalloyed
Sheet 1
Section Steel, Steel Bars. Flat Bar-Steel (Contd)
!ir 1950
Composition
Mechanical Properties
:Remarks
P
Mr. '
S P t S
max ~ i ?Lx
k~~
10 Yield Points Guaranteed for
min mi.n @uali.ties for German R.eic -sbshn
Color
2leaignc ticsn
Without guarantee
Without ,.iarentee crr min
1
31-45
25
2) m~t2
6n0
060
.10
34- 2
30
25 19 St 34-11R
.06:i
oho
. i.0
oho
o6o
.10
42-50
25
20 23 st 42-11R
.oho
o6)
1o
r b
060
.06o
.10
50-6L
22
18 27 ~St 50.llR
060
.06G
10
-
` G-70
17
14 30 Et 0-11R For coupli ng parts
min
35 kg/=
0
0
l0
o-8
12
10 5 'St
L .
22
indicate whether Killed or rimmed
1 (1) When orderin
.; Withou
t man
tes
- 0
g,
0
o
.10
34... 2
30
25 steel is desired
.060
.060
.10
(2) Thomas
steel
1 30 and larger
[26 and larger
x6o
0
.10
37-45
'25
20 sections L L 100 x 100 and larger
"
0
0
.1.0
will be delivered only in "Thoms.s special quality.
20-30 will be delivered
Sections f
U
0
.10
20..26
in "Thomas special quality" steel if so desired.
C
Sections under I??2o and C-20 will be delivered
only according DIN 1612.
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LAdjoina page 4 here
St 42-12 (1) KO
1
Mb 22
+
+
?
?
.18-.28
X025-.
=.40 +7
t~
-
3
y 0
-
~ _
r
=
+
.151
m~.x
S ,
i
112 -
l
s
T
z
-
-
1
--
3 t3~,50
(,25-. Q)
pecia
(Thoea+a
Ts
+
u611 t:
#
?0 . 0
.~+0
2
St 2 Thorne Quatitty~.~
-
T
_
-
'2
10 .50
_
0
omaaQuality
St 0 Thotraa qualitY
2
F)
i!$
f
_
5
max
0-.50
.30-.50
.50'-?70
2t 70 Thomas quality
,.
90
#
a_
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Ministry of Industry Main Department for Metallurgy
Structural Steel
Index List of Steel.Tjpes
_~ -
DIN
SEI.
Producing Plant
Composition
Method of
C
s
64a
!Sheet
Designatio-
Production
No
Designation
H
Bt
M
C
D
St 38-13
Mu
1121
Mu
f-
+
A
.lo-.16'
S
.2 -.4o
-
(Mx x .
5
.25-. 0
1613
St 34-13
Mu
19
Mu 7
+
~-
C-0
+
a -.la
2 _-a
St 35-13K
Mu
Mur
+
+
-.11
06-.10
Sp
lac . 5
. 0,45
9 S 20
T
37
(9 S 20)
-
-
-
-
.05-.12
Sp
.70
4 -1
10 S 20
T
(43)
_
(10 S 20)
+.
?o6-.13
max .40
.40-.70
16
1
a
5
15 S 20
T
(Y
(15 S 20)
.11-.1
max .40
.40-.70
.
.2 `
.40-1.0
C 15
M,
(577)
(C 15)
?
-
-
(4)
+
11-.1
.15- 1 0
52-64
35
3
20
of the German
~~
> 30 X50
52-64
4
22
19
Reichsbahn
P v r
.o40
040
, a7o- 50-- 80
M ME=
a
o 35)
1
0
1
1
M
40
.
(.035)
(.035)
'070
.
I -
Strength properties: see DIN 1666
.54o
-776-
7 070
1.0-1.3
.0
.0
.040
(.035)
0
(.035)
.070
1.2-1.5
1
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LAd.jcins page 12 here
37
0_
15-?35
.50-.80 '
(1663)
(VC 135) C (fit)
214
34 Cr 4 _
-
fit)
!-
,
.3
.
2 .
E
215
41 Cr 4
?
_ ~
[
.3
15-.35
.60-.80
1667
50 Cr V 4 E
VCV 150
5 Cr V E
(216)
217.
(50 Cr V 4)
5 Cr V . -
-
t
t-
tD
^?
-
7 ?55
55- 2
0 .40
mix . 0
(?30-.40)
.70-1.0
0-1.1
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.035
.035
.90-1.2
Strength propertied: see DO 1666
K e
9
.035
..035
.90-1.2
Strength properties: see Steel-iron Materials
Sheet 800-47
k
E
030
.0 0
OtO
.90-1.2
.10-.iT
Strength propertiesz see oI!
E
.040
.040
.070
.90-1.2
.10-.18
NT
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Ministry of industry in Department for Metallurgy J
Boiler Plate
Index List of Steel Types
DIN
SEL
Pr-oduci. Plant
Composition
Sheet
DeaiKnaticn
Method of
Production
No
Designation
$
R
D~
C
S
Mn
C32
M
+
+
T
_
.12
E 1
06- 20
,-,.40
C 18
M
+
}
t
N.18
.15-.20
.x.20
.10-.30
.0
.40-.6o
C 25
m
2
(.23-.28)
- 5
.25-.35
.5
0- 0
20 Mn 3 x
M
+
...20
25)
_ .35
L
-
o
0-. 0
20 Mn 5
M
+
d
. 20
,
18- 2
-
.45
,-.11.3
L 0-1.
M
r 10
Mb
+
a
1
-
1
-
.I
-
06-.1
.10-.20
.40-.60
M
Mur 10
k
-.15
S
.40 .. 0
r
-~
t-
?
.10-.1
.1?-.20
.55-? 5
=
1 Mn
.1 -.20
'
.15-.
. 0-. 0
5)
7
Mb 23
+
-
-
~.
2
(.200-
-27
25-..
. 0-.
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---
Sheet 4
Boiler Plate (Coned)
Composition
Mechanical Properties
Remarks
F
S
Al
8
ds (i)
~~ -
2) I
Color
met-
__I
k,3, mm2
mi.1 kg/mm2
kin cm
Dcs nat:4on
(.050)
(.J50)
35-45
19
8 1
6
For strength calculations and
specifications on hot strength
(.050)
(.050)
41-50
22
6
4
1 see "Material and Construction
Specifications for Land Boilers"
(.050)
(.050,
47-56
25
h
3
VTi. Berlin 1947. DIN 1851
(.050)
(.050)
47-56
27
(1) If thickness of plate is over 40 mm, eS may be
1 kg/mrn.2 smaller
050)
_
050)
50-60
30
(2) D test, non-aged
llMV test aged
050
050*.
K I
.050
.050;
.~ 0
K II
Designation of boiler plate according to SEL
.0 0
.050
K III
.050
.050
K IV
iThe steel types mentioned are being produced also in an "age-resistant" grade, obtained by adding sufficient
deoxidizing Al to make the material age-resistant, and n a "resistant to corrosive liquids" grade, obtained
by adding sufficient deoxidizing Al to make it resistant to corrosive lmoids.
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50X1-HUM
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Ministry of Industry Main Department for Metallurgy
t
f
Index Li
t
l
Steel Pipe
o
s
ee
Types
S
DIN
SET,
P~oducin
p; Plana
Composition
Method of
She-at
Designation (1)
Production
No
Designation
A
F4
PS
G
D
%
St W?29 a
+
Without x to
C 12
(~t 35.25)
4-
+
-
(.07-.15)
(.o6-.2o)
(30- 55)
St 5.
29
1629
C 25'~
- .25
?
and
(St 45.25)
-
4-
-
-
4?
(.2o-.27)
(.1o-.3o)
6o)
(.4o-
1625
st 45.29
5
(St 55.25)
+..
4
-
?
+
(.32-40)
(.25-.4o)
(.4O
570)
-
-St 55'?29
1626
I~tn
Mn st 45.25)
- -
-
15
.30-.50
-._' l.6
.90-1..2
12
5
N
.12
? o
(Cr v St 50.25)
+
-
4-
(.07-.15)
2
,
4
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Sheet 5
Steel Pipe (Contd)
Mar 1950
Cam sition
Mecha ical Properties
i S
T s
Cr
V
n
'
S
Color
-x
Ck
ill
mi
asa`
2
Designation
With
with a ra
o
0
35-45
25
(23)
(.050)
(.050)
o
1+5-5>
21
(26)
(.050)
(.050)
0
0
55- ,}
17
730
(.050)
(.050)
0
0
+53
21
(29)
(.050)
(.050)
C o .oho 1.2 .30
6C-6:2
18
(32)
(.050) (.050) (~.0-1.3) (.25-.35)
(1) In parentheses; former DIN designation.
(2) Yield point specifications according to "Material and Construct
ion Specifications for Land
Boilers"
VTU. Berlin 1947. DIN 1851
For Rot strength properties, see DIN 1625
xThe steel types mentioned are being produced in "a3e resistant"
and "resistants
to corrosive liquids"
ades obtained.by adding deoxidizing Al.
t
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Ministry of Industry gain Depe.rtr:ert for Metallurgy
Index List of Steel Types
Sheet
Heavy Sheet, Medium Shouut. and Thin Sheet (1)
DIN
Prou'zciitz P13?tt
Sheet
Designation
Method of
Production
Type D." Product
H
R
M
C;
0
Comps ition
00.21
M
rdinar .sheet
+
+
+
t,p
1621
21
M. 71
Construction sheet
-
See Sheet I
M T
Construction eheet II
-4-
+
{
DIN 1611 and 1112
St 00122 T, M ~,omii)erclai sheet ~ ~?- _ ors UfkUU I. d{uclruli l?~'C
~
St 00.22 S
M
Comm?r;.cal sheet S
+
_
~_
St .22 P
M
Pressed sheet
-F
St 34.22 R
M
Pipe sheet
See Sheet I
1622
St
M T
Construction sheet I
-~
h
St 22 S
M
Construction sheet I S
+
DIN 1611 and 1612
St 2.?2
Construction sheet II
4-
+
-
St 50.22
St 60.22
St 70.22
F
Steel sheet of
greater strength
+
+
-
-
St 00.23 T M
+
+
+
Without guarantee
St 37.23
Sheets with
4-
+
-
-
See Sheet 1
1623
St 2.23
specified
+
+
?
St 50.23
strength
+
DIN 16i and 1612
St 0. 3
St 70.23
i-
+
--
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Mechanical Pro erties
t ,in
Sheet Thickness me
5L0 ever 7.0
Without. uar~artteee
Medium sheet (stheet steel 3 - 4.75 rmll)
S - Weldatilt Y for fusion welding guaranteed.
R, P - Welbil.itY for fusion and pressure
welding guaranteed.
X X) Elongation figures are rough indications.
25
20
20
18
14
10
(i See Sheet 7
(2) E1o:1ation figures a:;e rough indications
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Color
Designation
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Designation
St 1 23
St II 23
St 111 23
Method of
production
1
(12) 1 -j
St V 23
1623 St VI 23
St 23
St VII 23
St VIII 23 t
t vilx 23 k
St x 23
(st VIII 23
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Thin Sheet
(u~-der 3 nss
ro cirxq lant
C Si Mn
R 0 D
i- -F fmx ..15) A-max 2 max .
- 1- vax .1.2) 1 max .2 cnae_
F .t7 -.1.3-02 2 - 4r,
- -.1 Sp. 1 .20-.40
1 2&,
+ y - 1t7 .0 -,1 $-
4- ma 10 S .18F,
(mx 68-) Sp.
(max .101 15) .01
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P --j S
max % I max %
met A, Sheet for Cures
~.G1-.021^
1assi?i ra+ xi
M e of Product
L 2"
lack she t
St rI 21
Slacf~ sheet
T :-,)3
Sheet et for aenamelim and aalvaiiiziu&
c2
Draw the t
fH~t IT
St VII 25
Rra drawn sheet
St VIII 25 t
S _c.ia1 deep-drawn sheet t
2 k
cb l deer)-drawn sheaf
St IX
Sheathirf
at X 23
h!ato-bndy sheet
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Color
Resignation
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Ministry cf Indtry Main Department
for Metallurgy
Steel Types According to GOST Classification
Index List of Steel Tnes
GOST
Product Plant
Co
sition
Method of
C
Si
Mn
P
S
380-41
Designation
A
R
N
I G
D
Production
max %
max %
rroun
c
+
'-F
-
-
-
.0.
.Q.
n
t 2
StI
I
.050
.055
+
+
-
l-
-
St 4
.050
.055
st 5
Without: guarantee
.050
.055
st 6
.050
.055
St 7
.050
.055
+
-F?
-
-
Group B
St 0
+
-e-
meat .2 without a
arantee
070
.060
MSt I
+
+
-
+
.0-.12 ?
- Q
OO
O
s
+
M St 3
.14-.22 .]2-.35
,35-.60
.050
.055
+
+-
?
1
+
(.25-.35)
M st 4
.18-,27 . .12-.35
.4o-.7o
.050
.055
t
+
-
-;-
+
(
.25-.35)
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`djoins 1e.ge 27 here.
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Steel Types According to GOST Classification (Coned)
Sheet 8
Mar 193Q
M.echantcal Properties
I
kg/~- I
Stretch
at &!3
J 10
Mir. i%
5
min %
do S 2
3/mm
Color
Designation
-_32-47
18
22
1
2-4C
2-4
28
-114-42
^4-42
26
31
21
38-47
38-4''
23
27
41-43
22
26
22
_!
25
42-52
42-44
45-48
21
20
25
24
24
49-52
19
2'4
50- 2
50-53
54-57
17
16
21
20
2
n
15
60-72
60-63
13
15
64-67
12
14
30
68- 2
11
1
min 7v
7)-7
9
11
75-79
8
2-47
-40
18
22
Q2-40)
2- 7
2
31
(38-47)
(41-43)
(22)
(26)
(22)
(4
2
24
(21)
21
25
257
(42-5~)
4 )
(45-48)
)
(
(20)
(2k)
(24)
w s
(49-52)
(19)
(23)
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Group
E
M St
5
.28-.37
17?-35
.50-.80
.450
.055
+
+
-
+
t
(?25??35)
M st 6
.8-.50
3
.i7-.35
55-.30
.050
.055
M St 7
+
+
.50-.63
.17??35
.55-.80
.050
.055
(.25-.35)
T St 0
-
-
1
-
-
max .14
Without a~antee
.090
0
T St 3
-__
max ,12
.10-.35
.25-.55
.69
5
+
1+
.13-20
.080
'6
T St 5
.21-.30
10- 35
.50-.
5
-
+
(.25-.35)
sis tolerances
Anal
Laver than minimum
- .02
.0
???
?~
y
1
03
~-
05
+
+ .005
+?00 5
for finished muteriai
uu
Higher than m~sx
+ .
.
L joins page 24 here]
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L djoins
25 here]
(50-62)
(50-53)
(17)
(21)
(5-'+-57)
(}6)
(20)
(27)
~a r
5-62
(60-72)
(60-63)
(13)
(15
I
(a4-67)
(1.2)
(14)
(30)
I
(mir, 70)
(70-74)
(9)
(11)
(75-79)
(8)
(10)
--?
80 and over
9
Upun demand the same mechanica
l properties
will be
uaranteed for stee
es
l t
g
yp
in Group B
XDelivered also in "age-resistant" grade.
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Ministry of I1?aetz"J Main Department for Metallurgy
Index List of .3tae1 Types
Railroad Steel
DIN
SEL
Producing Plant
Composition
Sheet
Des3.grricion
Method of
Production
No
-
Designation
H
R
M
0
D
- ]
--- S-i-----
FW-
(C troo'
N
11
C 6
?~-
-
.60?-.68
(St ., Oc.6!
M
1
o
-
-
-
+
-
.57-.(15
.50-.60
1667
(c~)
25-
35
(st g.
194)
-
-
40-i
-
?
(c 35)
(qt .5
M
-
-
+
.25-.35
.40-.70
1666
(Ct22) .61
M
(68)
C 22)
(a 49 Reichsb.hn)
T
t
--
-
b
35-. A 5
max .35
.2
. -Y.~
1
+
Si 44`
M
?F?
.08-.72
.20-.35
.30-1.0
~_~
-
-
-
h
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Railroad Steel (Contd)
Sheet 9
Yor 1950
Composition
Mechanical Properties Intended Use
P
max %
,s
%
max
P S
%
max
-
Cr
- --------------
(j ;ttfmm2
min
%
f
rair
S (1)
Color
Designation
80-
+
-LoSowtive tires
.050
.050
.090
6
11
14
+
Y, ht wheel centers
for rail mntor ears
6o-72
t-
W~heol rim for railroad cars
50-60
18
?2
+
Axles for locomotives ana cars
42-50
20
22
Wheel centers s.~
?035
.035
'
100-115
10
?
Iflie l rims for rail
3
min 70
+
Rails
.1340
o4o
070
4-42
2
~?
6Y k. ~_2
er bolts
. o
0
4-52
27
Rivet steel
min 65
18
k~gm/cm2
Axles for rail motor cars
(1) s - Schlag Teat
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Method of
Production
F
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e .-0
SD.
641
M 1
-.1
70
M 22
+
-
-
(.2C-.241
( 1
M 7
+-
-
-
-
.25-.29
rt 5
+
.30-?39i
(.10-.25)
30-.60)
i
M -4
(104)
(Mk 5'
S0-.54
.10a 20)
25 5)
10
113 L
Mk 63)
+
00-. 4
(.10-.20)
(.25+5)
11
t&
-
s
-
i
12- 21
(21 73)
74
0-
.25- 5
(128)
(Kc 78)
+
-
-
( )
i21
Mk 2
0-.?'
(127
Dgs 77)
-
8
1 1
3
K
136
t~s 88)
-.8a
(130)
82)
0-.
(.25-.40)
5
Mk
-
-
-
-
3
10-.20)
.
(
1
_Cm
(Hk 93)
2 - 5
(138)
Mk 92)
(.25-. 0
1 3
Mk 97)
-
-
-
--
.95_99
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Degree of
Rardness
(035)
(.035)
X353
color
Designation
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50X1-HUM
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DIN 11100
Plowshare st el
max .10
(.05-.0P,
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special-Purpose steel
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got-areas nut steel
Welding trice
Rnl,.1-bearix~z s~ee1
Dyo sheet y,es
All analysis factors e:on titute rough indications and it be put in parentheses.
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Sheet 11
Color
Designation