Designation of steel grade
|
C
|
Mn
|
Si
|
P
|
S
|
AI total
|
Nb
|
V
|
Ti
|
Mo
|
B
|
Steel Name
|
Steel Number
|
% Max
|
% Max
|
% Max
|
% Max
|
% Max
|
% Min
|
% Max
|
% Max
|
% Max
|
% Max
|
% Max
|
S315MC
|
1.0972
|
0.12
|
1.30
|
0.50
|
0.025
|
0.020b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S355MC
|
1.0976
|
0.12
|
1.50
|
0.50
|
0.025
|
0.020b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S420MC
|
1.0980
|
0.12
|
1.60
|
0.50
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S460MC
|
1.0982
|
0.12
|
1.60
|
0.50
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S500MC
|
1.0984
|
0.12
|
1.70
|
0.50
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S550MC
|
1.0986
|
0.12
|
1.80
|
0.50
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.15a
|
-
|
-
|
S600MC
|
1.8969
|
0.12
|
1.90
|
0.50
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.22a
|
0.50
|
0.005
|
S650MC
|
1.8976
|
0.12
|
2.00
|
0.60
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.22a
|
0.50
|
0.005
|
S700MC
|
1.8974
|
0.12
|
2.10
|
0.60
|
0.025
|
0.015b
|
0.015
|
0.09a
|
0.20a
|
0.22a
|
0.50
|
0.005
|
S900MC
|
1.8798
|
0.20
|
2.20
|
0.60
|
0.025
|
0.010
|
0.015
|
0.09a
|
0.20
|
0.25
|
1.00
|
0.005
|
S960MC
|
1.8799
|
0.20
|
2.20
|
0.60
|
0.025
|
0.010
|
0.015
|
0.09a
|
0.20
|
0.25
|
1.00
|
0.005
|
|
a The sum of Nb, V and Ti shall be max. 0.22%
b If agreed at the time of the order the sulphur content shall be max. 0.010% (ladle analysis).
See Clause 11, option 12).
Designation of steel grade
|
Minimum yield strength ReH MPa a,e
|
Tensile strength Rm MPa a,e
|
Minimum percentage elongation at fracture A % a
Nominal thickness in mm
|
Bending at 180o minimum mandrel diameter b,c
|
Steel Name
|
Steel Number
|
<3 LO=80
|
≥3 LO=5.65√So
|
S315MC
|
1.0972
|
315
|
390-510
|
20
|
24
|
0t
|
S355MC
|
1.0976
|
355
|
430-550
|
19
|
23
|
0.5t
|
S420MC
|
1.0980
|
420
|
480-620
|
16
|
19
|
0.5t
|
S460MC
|
1.0982
|
460
|
520-670
|
14
|
17
|
1t
|
S500MC
|
1.0984
|
500
|
550-700
|
12
|
14
|
1t
|
S550MC
|
1.0986
|
550
|
600-760
|
12
|
14
|
1.5t
|
S600MC
|
1.8969
|
600
|
650-820
|
11
|
13
|
1.5t
|
S650MC
|
1.8976
|
650d
|
700-880
|
10
|
12
|
2t
|
S700MC
|
1.8974
|
700d
|
750-950
|
10
|
12
|
2t
|
S900MC
|
1.8798
|
900
|
930-1 200
|
7
|
8
|
8tf
|
S960MC
|
1.8799
|
960
|
980-1 250
|
6
|
7
|
9tg
|
|
a The values for the tensile test apply to longitudinal test pieces.
b The values for the bend test apply to transverse test pieces.
c t=thickness in mm of test piece for bend test
d For thicknesses > 8mm the minimum yield strength can be 20 MPae lower.
e 1MPa=1N/mm2
f Bending at 90°, for thicknesses less than 3 mm minimum mandrel diameter 7t.
g Bending at 90°, for thicknesses less than 3 mm minimum mandrel diameter 8t.