EN10025-2 HOT ROLLED STRUCTURAL STEEL PLATES
BS EN 10025-2 Hot Rolled Non-Alloy Structural Steel Plates
S235JR EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235JRC EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235JRG2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235JO EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235JOC EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235J2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235J2C EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S235J2+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275JR EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275JRC EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275JO EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275JOC EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275J2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275J2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S275J2+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355JR EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355JO EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355JOC EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355J2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355J2C EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355K2 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355K2C EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355J2+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355K2+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355J2G3 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355K2G3 EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355J2G3+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
S355K2G3+N EN 10025-2 Hot Rolled Steel Plates - Available ex-stock
Plates
PLATES OF STEELS ACCORDING TO EN 10025-2
The most commonly used structural steels having minimum yield strength min. 235 MPa and guaranteed weldability that can be used for low demanding steel structures for bridges, halls, parts of railway and motor vehicles, etc.
Designation |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max.1) |
Dimension Table No. |
Max. Thickness [mm] |
Max. Thickness for option (C) [mm] |
S235JR(C) |
235 |
360-510 |
24 |
+20/27 |
0,35 |
Table 1 |
80 3) |
30 4) |
S235J0(C) |
235 |
360-510 |
24 |
0/27 |
0,35 |
Table 1 |
80 3) |
30 4) |
S235J2(C) |
235 |
360-510 |
24 |
-20/27 |
0,35 |
Table 1 |
80 3) |
30 4) |
S275JR(C) |
275 |
410-560 |
21 |
+20/27 |
0,40 |
Table 1 |
80 3) |
30 4) |
S275J0(C) |
275 |
410-560 |
21 |
0/27 |
0,40 |
Table 1 |
80 3) |
30 4) |
S275J2(C) |
275 |
410-560 |
21 |
-20/27 |
0,40 |
Table 1 |
80 3) |
30 4) |
S355JR(C) |
355 |
470-630 |
20 |
+20/27 |
0,45 |
Table 1 |
80 3) |
30 4) |
S355J0(C) |
355 |
470-630 |
20 |
0/27 |
0,45 |
Table 1 |
80 3) |
30 4) |
S355J2(C) |
355 |
470-630 |
20 |
-20/27 |
0,45 |
Table 1 |
80 3) |
30 4) |
S355K2(C) |
355 |
470-630 |
20 |
-20/40 |
0,45 |
Table 1 |
80 3) |
30 4) |
1) CEV= ; valid for thickness up to 30 mm, for higher thickness refer to the standard
2) Valid for thickness up to 16 mm, for higher thickness refer to the standard
3) Higher thickness on agreement
4) Under standard
EQUIVALENT DESIGNATION
EN 10025-2 |
EN 10025+A1 |
DIN 17100 |
BS 4360 |
NFA 35-501 |
S235JR(C) |
S235JRG2(C) |
RSt 37 - 2 |
40 B |
E 24 - 2 |
S235J0(C) |
S235J0(C) |
St 37 - 3U |
40 C |
E 24 - 3 |
S235J2(C) |
S235J2G4(C) |
St 37 - 3N |
40 D |
E 24 - 4 |
S275JR(C) |
S275JR(C) |
St 44 - 2 |
43 B |
E 28 - 2 |
S275J0(C) |
S275J0(C) |
St 44 - 3U |
43 C |
E 28 - 3 |
S275J2(C) |
S275J2G4(C) |
St 44 - 3N |
43 D |
E 28 - 4 |
S355JR(C) |
S355JR(C) |
- |
50 B |
E 36 - 2 |
S355J0(C) |
S355J0(C) |
St 52 - 3U |
50 C |
E 36 - 3 |
S355J2(C) |
S355J2G4(C) |
St 52 - 3N |
50 D |
- |
S355K2(C) |
S355K2G4(C) |
- |
50 DD |
E 36 - 4 |
PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10025-3
Structural steels with guaranteed fine grain structure and low carbon equivalent. Because of the yield strength up to 460 MPa and impact energy guaranteed at temperature -50 °C these steels are suitable for more demanding steel structures and their supporting elements. They are suitable for construction of railway and motor vehicles, too.
Designation |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max. 1) |
Dimension Table No. |
Max. Thickness [mm] |
S275N (NL) |
275 |
370-510 |
24 |
-20/40 (-50/27) |
0.40 |
table 1 |
80 3) |
S355N (NL) |
355 |
470-630 |
22 |
-20/40 (-50/27) |
0.43 |
table 1 |
80 3) |
S420N (NL) |
420 |
520-680 |
19 |
-20/40 (-50/27) |
0.48 |
table 1 |
80 |
S460N (NL) |
460 |
550-720 |
17 |
-20/40 (-50/27) |
0.53 |
table 2 |
80 |
1) CEV= ; valid for thickness up to 63 mm; for higher thickness refer to the standard
2) Valid for thickness up to 16 mm, for higher thickness refer to the standard
3) Higher thickness on agreement
EQUIVALENT DESIGNATION
EN 10025-3 |
EN 10113-2 |
DIN 17102 |
S275N |
S275N |
StE 285 |
S275NL |
S275NL |
TStE 285 |
S355N |
S355N |
StE 355 |
S355NL |
S355NL |
TStE 355 |
S420N |
S420N |
StE 420 |
S420NL |
S420NL |
TStE 420 |
S460N |
S460N |
StE 460 |
S460NL |
S460NL |
TStE 460 |
THERMOMECHANICAL ROLLED PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10025-4
Thermomechanical rolled plates of structural steels having low carbon equivalent, and thus an excellent weldability. They are used for more demanding steel structures and their supporting elements. The impact energy is guaranteed also at temperature -50 °C which facilitates a wide range for their usage.
Designation |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max. 1) |
Dimension Table No. |
Max. Thickness [mm] |
S275M (ML) |
275 |
370-530 |
24 |
-20/40 (-50/27) |
0.34 |
table 3 |
40 |
S355M (ML) |
355 |
470-630 |
22 |
-20/40 (-50/27) |
0.39 |
table 3 |
40 |
S420M (ML) |
420 |
520-680 |
19 |
-20/40 (-50/27) |
0.43 |
table 3 |
30 3) |
S460M (ML) |
460 |
540-720 |
17 |
-20/40 (-50/27) |
0.45 |
table 3 |
22 3) |
1) CEV= ; valid for thickness up to 63 mm; for higher thickness refer to the standard
2) Valid for thickness up to 16 mm, for higher thickness refer to the standard
3) Higher thickness on agreement
EQUIVALENT DESIGNATION
EN 10025-4 |
EN 10113-3 |
SEW 092 |
S275M |
S275M |
- |
S275ML |
S275ML |
- |
S355M |
S355M |
QStE 380 TM |
S355ML |
S355ML |
- |
S420M |
S420M |
QStE 420 TM |
S420ML |
S420ML |
- |
S460M |
S460M |
QStE 460 TM |
S460ML |
S460ML |
- |
PLATES OF STEELS ACCORDING TO ASTM
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No. |
Max. Thickness [mm] |
A 36 |
|
250 |
400-550 |
20/23 |
2) |
table 1 |
80 |
A 283 |
A |
165 |
310-415 |
27/30 |
2) |
table 1 |
80 |
B |
185 |
345-450 |
25/28 |
2) |
table 1 |
80 |
C |
205 |
380-515 |
22/25 |
2) |
table 1 |
80 |
D |
230 |
415-550 |
20/23 |
2) |
table 1 |
80 |
A 529 |
50 (345) |
345 |
485-690 |
18/21 |
2) |
table 1 |
25 3) |
55 (380) |
380 |
485-690 |
17/20 |
2) |
table 1 |
25 3) |
Maximum value of the carbon equivalent as per the formula on agreement
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
3) Under standard
FINE-GRAIN STEELS ACCORDING TO ASTM
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No. |
Max. Thickness [mm] |
A 572 (type 1,2,3) |
42(290) |
290 |
415 min. |
20/24 |
2) |
table 1 |
80 |
50(345) |
345 |
450 min. |
18/21 |
2) |
table 1 |
80 |
55(380) |
380 |
485 min. |
17/20 |
2) |
table 1 |
50 3) |
60(415) |
415 |
520 min. |
16/18 |
2) |
table 1 |
32 3) |
A 573 |
58(400) |
220 |
400-490 |
21/24 |
2) |
table 1 |
40 3) |
65(450) |
240 |
450-530 |
20/23 |
2) |
table 1 |
40 3) |
70(485) |
290 |
485-620 |
18/21 |
2) |
table 1 |
40 3) |
A 633 |
A |
290 |
430-570 |
18/23 |
-60/20 |
table 1 |
80 |
C |
345 |
485-620 |
18/23 |
-60/20 |
table 1 |
80 |
D |
345 |
485-620 |
18/23 |
-60/20 |
table 1 |
80 |
E |
415 |
550-690 |
18/23 |
-60/20 |
table 2 |
80 |
Maximum value of the carbon equivalent as per the formula on agreement
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
3) Under standard
PLATES OF STEELS ACCORDING TO 10025-5
Designation |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max. 1) |
Dimension Table No. |
Max. Thickness [mm] |
S235J0W |
235 |
360-510 |
24 |
0/27 |
0,44 |
table 1 |
80 |
S235J2W |
235 |
360-510 |
24 |
-20/27 |
0,44 |
table 1 |
80 |
S355J0WP 3) |
355 |
470-630 |
20 |
0/27 |
0,52 |
table 1 |
12 3) |
S355J2WP 3) |
355 |
470-630 |
20 |
-20/27 |
0,52 |
table 1 |
12 3) |
S355J0W |
355 |
470-630 |
20 |
0/27 |
0,52 |
table 1 |
80 |
S355J2W |
355 |
470-630 |
20 |
-20/27 |
0,52 |
table 1 |
80 |
S355K2W |
355 |
470-630 |
20 |
-20/40 |
0,52 |
table 1 |
80 |
1) CEV=
2) Valid for plates with thickness up to 16 mm, for higher thickness refer to the standard
3) Under standard
EQUIVALENT DESIGNATION
EN 10025-5 |
EN 10155 |
SEW 087 |
CAN/CSA - G40.21-M |
S235J0W |
S235J0W |
- |
- |
S235J2W |
S235J2W |
WTSt 37 - 3 |
- |
S355J0WP |
S355J0WP |
- |
- |
S355J2WP |
S355J2WP |
- |
- |
S355J0W |
S355J0W |
- |
- |
S355J2W |
S355J2G2W |
WTSt 52 - 3 |
350AT |
S355K2W |
S355K2G2W |
- |
- |
PLATES MADE OF STEELS ACCORDING TO ASTM
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV1) [°C/J] - longitudinal |
Dimension Table No. |
Max. Thickness [mm] |
A 588 |
A |
345 |
485 min. |
18/21 |
2) |
table 1 |
80 |
B |
345 |
485 min. |
18/21 |
2) |
table 1 |
80 |
C |
345 |
485 min. |
18/21 |
2) |
table 1 |
80 |
K |
345 |
485 min. |
18/21 |
2) |
table 1 |
80 |
Maximum value of the carbon equivalent as per the formula on agreement
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
NORMALIZED PLATES OF STEELS ACCORDING TO EN 10225
Designation |
Group |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max. 3) |
Pcm max. 4) |
Dimension Table No. |
Max. Thickness [mm] |
S355G2+N |
1 |
355 1) |
470 - 630 |
22 |
-20/50 7) |
0,43 |
... |
table 1 |
20 5) |
S355G3+N |
1 |
355 1) |
470 - 630 |
22 |
-40/50 7) |
0.43 |
... |
table 1 |
40 5) |
S355G7+N |
2 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,24 |
table 1 |
62 6) |
S355G8+N |
3 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,24 |
table 1 |
62 6) |
S355G9+N |
2 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,22 |
table 1 |
62 6) |
S355G10+N |
3 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,22 |
table 1 |
62 6) |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Valid for thickness up to 25 mm, for higher thickness refer to the standard
3)
4)
5) Under standard
6) Higher thickness up to 75 mm on agreement
7) Longitudinal
8) Transverse
PLATES FOR PIPES ACCORDING TO API 5L 1) AND EN 10208-2 1) ( SWEET SERVICE )
Grade acc. API-5L |
Designation acc. EN 10208-2 |
Yield Strength Rt0,5 (Rt0,2) 2) [MPa] |
Tensile Strength Rm 2) [MPa] |
Min. Elongation 2) [%] |
CEV max. 2) |
Dimension Table No. |
Max. Thickness 3) [mm] |
B |
L245MB |
245-440 |
415-760 |
22 |
0,40 |
table 4 |
30 |
X 42 |
L290MB |
290-440 |
415-760 |
21 |
0,40 |
table 4 |
30 |
X 46 |
|
320-525 |
435-760 |
20 |
0,41 |
table 4 |
22 |
X 52 |
L360MB |
360-510 |
460-760 |
20 |
0,41 |
table 4 |
22 |
X 56 |
|
390-545 |
490-760 |
18 |
0,42 |
table 4 |
22 |
X 60 |
L415MB |
415-565 |
520-760 |
18 |
0,42 |
table 4 |
22 |
X 65 |
L450MB |
450-570 |
535-760 |
18 |
0,43 |
table 4 |
22 |
X 70 |
L485MB |
485-605 |
570-760 |
18 |
0,43 |
table 4 |
22 |
1) Standards API 5L and EN 10208 are technical conditions for supplies of welded pipes, not for plates
2) Informative value
3) Higher thickness on agreement
4) Supplied with HIC and SSC tests as per NACE or EN standard
PLATES FOR PIPES ACCORDING TO API 5L 1) AND EN 10208-2 1) ( SOUR SERVICE 4) )
Grade acc. API-5L |
Designation acc. EN 10208-2 |
Yield Strength Rt0,5 (Rt0,2) 2) [MPa] |
Tensile Strength Rm 2) [MPa] |
Min. Elongation 2) [%] |
CEV max. 2) |
Dimension Table No. |
Max. Thickness 3) [mm] |
B |
L245MB |
245-440 |
415-760 |
22 |
0,40 |
table 4 |
30 |
X 42 |
L290MB |
290-440 |
415-760 |
21 |
0,40 |
table 4 |
30 |
X 46 |
|
320-525 |
435-760 |
20 |
0,41 |
table 4 |
22 |
X 52 |
L360MB |
360-510 |
460-760 |
20 |
0,41 |
table 4 |
22 |
X 60 |
L415MB |
415-565 |
520-760 |
18 |
0,42 |
table 4 |
22 |
X 65 |
L450MB |
450-570 |
535-760 |
18 |
0,43 |
table 4 |
22 |
1) Standards API 5L and EN 10208 are technical conditions for supplies of welded pipes, not for plates
2) Informative value
3) Higher thickness on agreement
4) Supplied with HIC and SSC tests as per NACE or EN standard
PLATES ACCORDING TO INDIVIDUAL SHIPPING COMPANIES
Steel Group |
Min. Yield Strength ReH [MPa] |
Min. Impact Energy KV [°C/J] – longitudinal |
ABS – American Bureau of Shipping |
BV – Bureau Veritas |
ČLPR – Czech Shipping and Industrial register |
GL – Germanischer Lloyd |
DNV – Det Norske Veritas |
LR – Lioyd's Register of Shipping |
RINA – Registro Italiano Navale |
PC – Morskoj Registr Sudochodstva |
Rozměrová tabulka číslo |
Normal Strength Steel Grades |
235 |
- |
A |
A |
A |
A |
A |
A |
A/24 |
A |
table 1 |
0/27 |
B |
B |
B |
B |
B |
B |
S/24 |
B |
table 1 |
-20/27 |
D |
D |
D |
D |
D |
D |
SS/24 |
D |
table 1 |
-40/27 |
E |
E |
E |
E |
E |
E |
E/24 |
E |
table 1 |
High Strength Steel Grades |
315 |
0/31 |
A 32 |
A 32 |
A 32 |
A 32 |
A 32 |
AH 32 |
S/32 |
A 32 |
table 1 |
-20/31 |
D 32 |
D 32 |
D 32 |
D 32 |
D 32 |
DH 32 |
SS/32 |
D 32 |
table 1 |
-40/31 |
E 32 |
E 32 |
E 32 |
E 32 |
E 32 |
EH 32 |
E/32 |
E 32 |
table 1 |
355 |
0/34 |
AH 36 |
AH 36 |
A 36 |
A 36 |
A 36 |
AH 36 |
S/36 |
A 36 |
table 1 |
-20/34 |
DH 36 |
DH 36 |
D 36 |
D 36 |
D 36 |
DH 36 |
SS/36 |
D 36 |
table 1 |
-40/34 |
EH 36 |
EH 36 |
E 36 |
E 36 |
E 36 |
EH 36 |
E/36 |
E 36 |
table 1 |
Maximum value of the carbon equivalent as per the formula on agreement
PLATES ACCORDING TO ASTM A 131
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
Dimension Table No. |
Max. Thickness [mm] |
A 131 |
A |
235 |
400-490 |
21/24 |
+20/27 |
table 1 |
80 |
B |
235 |
400-490 |
21/24 |
0/27 |
table 1 |
80 |
D |
235 |
400-490 |
21/24 |
-10/27 |
table 1 |
80 |
E |
235 |
400-490 |
21/24 |
-40/27 |
table 1 |
80 |
CS |
235 |
400-490 |
21/24 |
-40/27 |
table 1 |
80 |
DS |
235 |
400-490 |
21/24 |
-10/27 |
table 1 |
80 |
AH 32 |
315 |
470-585 |
19/22 |
0/34 |
table 1 |
80 |
DH 32 |
315 |
470-585 |
19/22 |
-20/34 |
table 1 |
80 |
EH 32 |
315 |
470-585 |
19/22 |
-40/34 |
table 1 |
80 |
AH 36 |
360 |
490-620 |
19/22 |
0/34 |
table 1 |
80 |
DH 36 |
360 |
490-620 |
19/22 |
-20/34 |
table 1 |
80 |
EH 36 |
360 |
490-620 |
19/22 |
-40/34 |
table 1 |
80 |
Maximum value of the carbon equivalent as per the formula on agreement
1) Valid for thickness up to 50 mm, for higher thickness refer to the standard
THERMOMECHANICAL ROLLED PLATES OF STEELS ACCORDING TO EN 10149-2
Standard methods used for processing these plates are bending, fl anging, cold roll forming, etc. Based on agreement these plates can be delivered in the condition suitable for hot-dip zinc-coating. These plates have excellent weldability because of low carbon equivalent.
Designation |
Min. Yield Strength ReH [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Transverse Bend Test 2) |
Dimension Table No. |
Max. Thickness [mm] |
S315MC |
315 |
390-510 |
24 |
-20/40 |
0 t |
table 3 |
20 3) |
S355MC |
355 |
430-550 |
23 |
-20/40 |
0.5 t |
table 3 |
20 3) |
S420MC |
420 |
480-620 |
19 |
-20/40 |
0.5 t |
table 3 |
20 3) |
S460MC |
460 |
520-670 |
17 |
-20/40 |
1 t |
table 3 |
20 3) |
S500MC |
500 |
550-700 |
14 |
-20/40 |
1 t |
table 3 |
16 3) |
S550MC |
550 |
600-760 |
14 |
-20/40 |
1.5 t |
table 3 |
16 3) |
Maximum value of the carbon equivalent as per the formula on agreement
1) Testing on agreement
2) Minimum former diameter for 180° bend angle; t – plate thickness
3) Under standard
EQUIVALENT DESIGNATION
EN 10149-2 |
SEW 092 |
S315MC |
(QStE 340 TM) |
S355MC |
(QStE 380 TM) |
S420MC |
QStE 420 TM |
S460MC |
QStE 460 TM |
S500MC |
QStE 500 TM |
S550MC |
QStE 550 TM |
NORMALIZED (ROLLED) PLATES OF STEELS ACCORDING TO EN 10149-3
These plates guarantee suitability for cold forming because of their technological processing. Standard methods used for processing these plates are bending, fl anging, cold roll forming, etc. Based on agreement these plates can be delivered in the condition suitable for hot-dip zinc-coating.
Designation |
Min. Yield Strength ReH [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Transverse Bend Test 2) |
Dimension Table No. |
Max. Thickness [mm] |
S260NC |
260 |
370-490 |
30 |
-20/40 |
0 t |
table 1 |
20 3) |
S315NC |
315 |
430-550 |
27 |
-20/40 |
0,5 t |
table 1 |
20 3) |
S355NC |
355 |
470-610 |
25 |
-20/40 |
0,5 t |
table 1 |
20 3) |
S420NC |
420 |
530-670 |
23 |
-20/40 |
0,5 t |
table 2 |
20 3) |
Maximum value of the carbon equivalent as per the formula on agreement
1) Testing on agreement
2) Minimum former diameter for 180° bend angle; t – plate thickness
3) Under standard
EQUIVALENT DESIGNATION
EN10149-3 |
SEW 092 |
S260NC |
QStE 260N |
S315NC |
(QStE 340N) |
S355NC |
(QStE 380N) |
S420NC |
QStE 420N |
PLATES OF STEELS ACCORDING TO EN 10083-2 AND EN 10083-3
Používají se na strojní součásti ve všech oblastech strojírenské výroby. Ve většině případů jsou obtížně svařitelné. Jsou dodávány ve stavu žíhaném na měkko (+A) nebo normalizovaném (+N) podle následující tabulky. Výrobky z plechů se dále zpracovávají tzv. zušlechťováním (obvykle kalení a popouštění), teprve po něm získávají své typické vlastnosti, tj. vysokou houževnatost, tvrdost a pevnost.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Tensile Strength Rm 1) [MPa] |
Min. Elongation [%] |
HB max. (+A) |
Dimension Table No. |
Max. Thickness [mm] |
C22E 2) |
240 |
430 |
24 |
- |
tabulka 1 |
80 |
C35/C35E 2) |
300 |
550 |
18 |
- |
table 2 |
80 |
C40/C40E 2) |
320 |
580 |
16 |
- |
table 2 |
80 |
C45/C4E 2) |
340 |
620 |
14 |
207 |
table 2 |
80 |
C50E 2) |
355 |
650 |
13 |
217 |
table 2 |
80 |
C55/C55E 2) |
370 |
680 |
11 |
229 |
table 2 |
80 |
C60/C60E 2) |
380 |
710 |
10 |
241 |
table 2 |
80 |
28Mn6 2) |
345 |
630 |
17 |
223 |
table 2 |
80 |
38Cr2 3) |
- |
- |
- |
207 |
table 2 |
80 |
46Cr2 3) |
- |
- |
- |
223 |
table 2 |
80 |
34Cr4 3) |
- |
- |
- |
223 |
table 2 |
80 |
37Cr4 3) |
- |
- |
- |
235 |
table 2 |
80 |
41Cr4 3) |
- |
- |
- |
241 |
table 2 |
80 |
25CrMo4 3) |
- |
- |
- |
212 |
table 2 |
80 |
34CrMo4 3) |
- |
- |
- |
223 |
table 2 |
80 |
42CrMo4 3) |
- |
- |
- |
248 |
table 2 |
80 |
50CrMo4 3) |
- |
- |
- |
248 |
table 2 |
80 |
34CrNiMo6 3) |
- |
- |
- |
248 |
table 2 |
80 |
30CrNiMo8 3) |
- |
- |
- |
223 |
table 2 |
80 |
35NiCr6 3) |
- |
- |
- |
240 |
table 2 |
80 |
39NiCrMo3 3) |
- |
- |
- |
248 |
table 2 |
80 |
51CrV4 3) |
- |
- |
- |
- |
table 2 |
80 |
20MnB5 3) 4) |
- |
- |
- |
- |
tabulka 2 |
80 |
30MnB5 3) 4) |
- |
- |
- |
- |
table 2 |
80 |
38MnB5 3) 4) |
- |
- |
- |
- |
table 2 |
80 |
27MnCrB5-2 3) 4) |
- |
- |
- |
- |
table 2 |
80 |
33MnCrB5-2 3) 4) |
- |
- |
- |
- |
table 2 |
80 |
39MnCrB6-2 3) 4) |
- |
- |
- |
- |
table 2 |
80 |
1) Valid for plates in normalized condition and for thickness up to 16 mm, for higher thickness refer to the standard
2) EN 10083-2
3) EN 10083-3
4) Plates without heat treatment
EQUIVALENT DESIGNATION
EN |
Germany |
Great Britain |
C22E |
CK22 |
070M20 |
C35/C35E |
C35/CK35 |
080M36 |
C40/C40E |
C40/CK40 |
080M40 |
C45/C45E |
C45/CK45 |
080M46 |
C50E |
CK50 |
080M50 |
C55/C55E |
C55/CK55 |
070M55 |
C60/C60E |
C60/CK60 |
070M60 |
28Mn6 |
28Mn6 |
150M19 |
38Cr2 |
38Cr2 |
- |
46Cr2 |
46Cr2 |
- |
34Cr4 |
34Cr4 |
530M32 |
37Cr4 |
37Cr4 |
530M36 |
41Cr4 |
41Cr4 |
530M40 |
25CrMo4 |
25CrMo4 |
708M25 |
34CrMo4 |
34CrMo4 |
708M32 |
42CrMo4 |
42CrMo4 |
708M40 |
50CrMo4 |
50CrMo4 |
708M50 |
34CrNiMo6 |
34CrNiMo6 |
817M40 |
30CrNiMo8 |
30CrNiMo8 |
823M30 |
35NiCr6 |
35NiCr6 |
- |
PLATES OF STEELS ACCORDING TO DESIGNATION A 827, A 829, A 830
Heat treatment and mechanical properties an agreement
PLATES OF STEELS FOR SIMPLE PRESSURE VESSELS ACCORDING TO EN 10207
Plates with low yield strength for simple pressure vessels and storage facilities, e.g. for compressed air or other fl uids operating under normal outdoor temperatures.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength RpO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
Dimension Table No. |
P235S |
235 |
117 |
360-480 |
26 |
-20/28 |
table 1 |
P265S |
265 |
140 |
410-530 |
22 |
-20/28 |
table 1 |
P275SL |
275 |
132 |
390-510 |
24 |
-50/28 |
table 1 |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Valid for temperature 300 °C, for other temperatures (lower) refer to the standard
PLATES OF STEELS ACCORDING TO EN 10028-2
Plates of unalloyed as well as alloyed steels for pressure loaded vessels and facilities, operating under normal as well as elevated temperatures. These plates are usually delivered in normalized condition or in normalized and tempered condition.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength R pO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 3) [°C/J] - transverse |
Dimension Table No. |
P235GH 4) |
235 |
153 |
360-480 |
24 |
-20/27 |
table 1 |
P265GH 4) |
265 |
173 |
410-530 |
22 |
-20/27 |
table 1 |
P295GH 4) |
295 |
192 |
460-580 |
21 |
-20/27 |
table 1 |
P355GH 4) |
355 |
232 |
510-650 |
20 |
-20/27 |
table 1 |
16Mo3 |
275 |
194 |
440-590 |
22 |
+20/31 |
table 1 |
18MnMo4-5 |
345 |
285 |
510-650 |
20 |
-20/27 |
table 1 |
15NiCuMoNb5-6-4 |
460 |
380 |
610-780 |
16 |
-20/27 |
table 2 |
13CrMo4-5 |
300 |
216 |
450-600 |
19 |
+20/31 |
table 1 |
13CrMoSi5-5 |
310 |
233 |
510-690 |
20 |
0/27 |
table 1 |
10CrMo9-10 |
310 |
236 |
480-630 |
18 |
+20/31 |
table 1 |
12CrMo9-10 |
355 |
295 |
540-690 |
18 |
-20/27 |
table 2 |
1) Valid for plates with thickness up to 16 mm, for thicker plates refer to the standard
2) On agreement with the order; valid for temperature 300 °C and thickness up to 16 mm for other temperatures or thicker plates refer to the standard
3) For other temperatures refer to the standard or on agreement
4) Maximum value of the carbon equivalent on agreement when ordering for steel grades P235GH, P265GH, P295GH and P355GH based on the following formula:
CEV=
EQUIVALENT DESIGNATION
EN |
ČSN |
DIN 17155 |
P235 GH |
11368 |
H I |
P265 GH |
11418 |
H II |
P295 GH |
13030 (11478) |
17Mn4 |
P355 GH |
11523 |
19Mn6 |
16Mo3 |
15020 |
15Mo3 |
13CrMo4-5 |
15121 |
13CrMo44 |
10CrMo9-10 |
15313 |
10CrMo910 |
18MnMo4-5 |
15223 (15219) |
- |
PLATES OF FINE-GRAINED STEELS ACCORDING TO EN 10028-3
These steels feature guaranteed fine grain structure and low carbon equivalent. Mechanical properties of these plates are guaranteed at high temperatures (up to 400 °C) – yield strength Rp0,2 as well as at low temperatures (down to -50 °C) – impact energy KV; therefore, they can be used for constructions of more demanding pressure vessels working under high as well as low temperatures.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength RpO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 3) [°C/J] - transverse |
CEV max. 4) |
Dim. Table No. |
P275NH |
275 |
179 |
390-510 |
24 |
-20/30 |
0.40 |
table 1 |
P275NL1 |
275 |
179 |
390-510 |
24 |
-40/27 |
0.40 |
table 1 |
P275NL2 |
275 |
179 |
390-510 |
24 |
-50/27 |
0.40 |
table 1 |
P355N |
355 |
- |
490-630 |
22 |
-20/30 |
0.43 |
table 1 |
P355NH |
355 |
232 |
490-630 |
22 |
-20/30 |
0.43 |
table 1 |
P355NL1 |
355 |
232 |
490-630 |
22 |
-40/70 |
0.43 |
table 1 |
P355NL2 |
355 |
232 |
490-630 |
22 |
-50/27 |
0.43 |
table 1 |
P460NH |
460 |
300 |
570-720 |
17 |
-20/30 |
0.53 |
table 2 |
P460NL1 |
460 |
300 |
570-720 |
17 |
-40/27 |
0.53 |
table 2 |
P460NL2 |
460 |
300 |
570-720 |
17 |
-50/27 |
0.53 |
table 2 |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) By agreement with the order; valid for temperature 300 °C and thickness up to 16 mm, for other temperatures and/or higher thickness refer to the standard
3) For other temperatures refer to the standard
4) On agreement; CEV=; valid for thickness up to 60 mm, for thicker plates refer to the standard
EQUIVALENT DESIGNATION
EN |
ČSN |
DIN 17102 |
P275NH |
11448 |
WStE 285 |
P275NL1 |
11449 |
TStE 285 |
P275NL2 |
- |
EStE 285 |
P355N |
- |
StE 355 |
P355NH |
- |
WStE 355 |
P355NL1 |
11503 |
TStE 355 |
P355NL2 |
- |
EStE 355 |
P460NH |
- |
WStE 460 |
P460NL1 |
- |
TStE 460 |
P460NL2 |
- |
EStE 460 |
THERMOMECHANICAL ROLLED PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10028-5
Thermomechanical rolled plates having higher yield strength up to 460 MPa are designed for pressure vessels and facilities working under normal or low temperatures. These plates have excellent weldability because of low carbon equivalent. Impact energy is guaranteed even at temperature -50 °C.
Designation |
Min. Yield Strength ReH [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 3) [°C/J] - transverse |
CEV max. 4) |
Dimension Table No. |
Max. Thickness [mm] |
P355M |
355 1) |
450-610 |
22 |
-20/27 |
0,39 |
Table 3 |
40 |
P355ML1 |
355 1) |
450-610 |
22 |
-40/27 |
0,39 |
Table 3 |
40 |
P355ML2 |
355 1) |
450-610 |
22 |
-50/27 |
0,39 |
Table 3 |
40 |
P420M |
420 2) |
500-660 |
19 |
-20/27 |
0,43 |
Table 3 |
30 5) |
P420ML1 |
420 2) |
500-660 |
19 |
-40/27 |
0,43 |
Table 3 |
30 5) |
P420ML2 |
420 2) |
500-660 |
19 |
-50/27 |
0,43 |
Table 3 |
30 5) |
P460M |
460 2) |
530-720 |
17 |
-20/27 |
0,45 |
Table 3 |
22 5) |
P460ML1 |
460 2) |
530-720 |
17 |
-40/27 |
0,45 |
Table 3 |
22 5) |
P460ML2 |
460 2) |
530-720 |
17 |
-50/27 |
0,45 |
Table 3 |
22 5) |
1) Valid for thickness up to 40 mm, for higher thickness refer to the standard
2) Valid for thickness up to 16 mm, for higher thickness refer to the standard
3) For other temperatures refer to the standard
4) On agreement; CEV= ; valid for thickness up to 16 mm, for thicker plates refer to the standard
5) Higher thickness on agreement
PLATES OF STEELS ACCORDING TO ASTM
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No. |
A 202 |
A |
310 |
515-655 |
16/19 |
2) |
table 1 |
B |
325 |
585-760 |
15/18 |
2) |
table 2 |
A 204 |
A |
255 |
450-585 |
19/23 |
2) |
table 1 |
B |
275 |
485-620 |
17/21 |
2) |
table 1 |
C |
295 |
515-655 |
16/20 |
2) |
table 1 |
A 285 |
A |
165 |
310-450 |
27/30 |
4/14 |
table 1 |
B |
185 |
345-485 |
25/28 |
10/14 |
table 1 |
C |
205 |
380-515 |
23/27 |
16/14 |
table 1 |
A 387 |
2 |
310 |
485-620 |
18/22 |
2) |
table 2 |
11 |
310 |
515-690 |
18/22 |
2) |
table 1 |
12 |
275 |
450-585 |
19/22 |
2) |
table 1 |
22 |
310 |
515-690 |
-/18 |
2) |
table 1 |
A 455 |
|
260 |
515-655 |
15/22 |
-4/18 |
table 1 |
A 515 |
60 (415) |
220 |
415-550 |
21/25 |
2) |
table 1 |
65 (450) |
240 |
450-585 |
19/23 |
2) |
table 1 |
70 (485) |
260 |
485-620 |
17/21 |
2) |
table 1 |
On agreement, carbon equivalent guarantee is available as per the following formula
1) Impact energy testing on agreement
2) Testing temperature and minimum impact energy on agreement
FINE-GRAIN STEELS
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No. |
A 225 |
D |
415 |
550-725 |
17/19 |
2) |
table 2 |
A 299 |
|
290 |
515-655 |
16/19 |
-7/20 |
table 1 |
A 302 |
A |
310 |
515-655 |
15/19 |
2) |
table 1 |
B |
345 |
550-690 |
15/18 |
2) |
table 2 |
C |
345 |
550-690 |
17/20 |
2) |
table 2 |
D |
345 |
550-690 |
17/20 |
2) |
table 2 |
A 516 |
55 (380) |
205 |
380-515 |
23/27 |
-51/18 |
table 1 |
60 (415) |
220 |
415-550 |
21/25 |
-51/18 |
table 1 |
65 (450) |
240 |
450-585 |
19/23 |
-51/18 |
table 1 |
70 (485) |
260 |
485-620 |
17/21 |
-46/20 |
table 1 |
A 537 class 1 |
|
345 |
485-620 |
18/22 |
-62/20 |
table 1 |
A 612 |
|
345 |
570-725 |
16/22 |
-46/27 |
table 2 |
A 662 |
A |
275 |
400-540 |
20/23 |
-60/18 |
table 1 |
B |
275 |
450-585 |
20/23 |
-51/18 |
table 1 |
C |
295 |
485-620 |
18/22 |
-46/20 |
table 1 |
A 737 |
B |
345 |
485-620 |
18/23 |
2) |
table 1 |
C |
415 |
550-690 |
18/23 |
2) |
table 2 |
On agreement, carbon equivalent guarantee is available as per the following formula
1) Impact energy testing on agreement
2) Testing temperature and minimum impact energy on agreement
THERMOMECHANICAL ROLLED PLATES OF STEELS ACCORDING TO EN 10225
Designation |
Group |
Min. Yield Strength ReH 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - longitudinal |
CEV max. 3) |
Pcm max. 4) |
Dimension Table No. |
Max. Thickness [mm] |
S355G5+M |
1 |
355 1) |
470 - 630 |
22 |
-20/50 7) |
0,43 |
... |
table 3 |
20 5) |
S355G6+M |
1 |
355 1) |
470 - 630 |
22 |
-40/50 7) |
0.43 |
... |
table 3 |
40 5) |
S355G7+M |
2 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,24 |
table 3 |
40 |
S355G8+M |
3 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.43 |
0,24 |
table 3 |
40 |
S355G9+M |
2 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.41 |
0,21 |
table 3 |
40 |
S355G10+M |
3 |
355 2) |
470 - 630 |
22 |
-40/50 8) |
0.41 |
0,21 |
table 3 |
40 |
S420G1+M |
2 |
420 1) |
500 - 600 |
19 |
-40/60 8) |
0,42 |
0,22 |
table 3 |
30 |
S420G2+M |
3 |
420 1) |
500 - 660 |
19 |
-40/60 8) |
0,42 |
0,22 |
table 3 |
30 |
S460G1+M |
2 |
460 1) |
540 - 700 1) |
17 |
-40/60 8) |
0,43 |
0,22 |
table 3 |
30 |
S460G2+M |
3 |
460 1) |
540-700 1) |
17 |
-40/60 8) |
0,43 |
0,22 |
table 3 |
30 |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Valid for thickness up to 25 mm, for higher thickness refer to the standard
3)
4)
5) Under standard
6) Higher thickness up to 75 mm on agreement
7) Longitudinal
8) Transverse
PLATES MADE OF STEELS ACCORDING TO API 2H
Plates made of the steel grades listed below are used for offshore structures. These steel grades show especially good impact resistance, fatigue resistance and lamellar cracking resistance.
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] - transverse |
CEV max. 1) |
Dimension Table No. |
Max. Thickness [mm] |
42 |
289 |
427-565 |
18/22 |
-40/34 |
0,43 2) |
table 1 |
80 |
0,45 3) |
50 |
345 2) |
483-620 |
16/21 |
-40/41 |
0,43 4) |
table 2 |
80 |
324 3) |
0,45 5) |
1) CEV=
2) For widht to 2 1/2"
3) For widht over 2 1/2"
4) For widht to 2"
5) For widht over 2"
PLATES OF STEELS ACCORDING TO EN 10084
PLATES OF STEELS ACCORDING TO EN 10085
These plates are supplied only in soft annealed (+A) condition.
Designation |
HB max. (+A) |
Dimension Table No. |
Thickness 1) [mm] |
24CrMo13-6 |
248 |
table 2 |
20-80 |
31CrMo12 |
248 |
table 2 |
20-80 |
31CrMoV9 |
248 |
table 2 |
20-80 |
33CrMoV12-9 |
248 |
table 2 |
20-80 |
1) Other thickness on agreement
PLATES OF STEELS ACCORDING TO EN ISO 4957
These plates are supplied only in soft annealed (+A) condition.
1) Other thickness on agreement
PLATES OF STEELS FOR SIMPLE PRESSURE VESSELS ACCORDING TO EN 10207
Plates with low yield strength for simple pressure vessels and storage facilities operating under normal outdoor temperatures, e.g. for compressed air or other fluids.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength RpO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] – longitudinal |
Dimension Table No. |
Max. Thickness [mm] |
P235S |
235 |
117 |
360-480 |
26 |
-20/28 |
table 1 |
60 3) |
P265S |
265 |
140 |
410-530 |
22 |
-20/28 |
table 1 |
60 3) |
P275SL |
275 |
132 |
390-510 |
24 |
-50/28 |
table 1 |
60 3) |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Valid for temperature 300 °C, for other temperatures (lower) under standard refer to the standard
3) Under standard
PLATES OF STEELS ACCORDING TO EN 10028-2
Plates of unalloyed as well as alloyed steels for pressure loaded vessels and facilities, operating under normal as well as elevated temperatures. These plates are usually delivered in normalized condition or in normalized and tempered condition.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength RpO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 3) [°C/J] – transverse |
Dimension Table No. |
Max. Thickness [mm] |
|
P235GH 4) |
235 |
153 |
360 - 480 |
24 |
-20/27 |
table 1 |
80 5) |
P265GH 4) |
265 |
173 |
410 - 530 |
22 |
-20/27 |
table 1 |
80 5) |
P295GH 4) |
295 |
192 |
460 - 580 |
21 |
-20/27 |
table 1 |
80 5) |
P355GH 4) |
355 |
232 |
510 - 650 |
20 |
-20/27 |
table 2 |
80 5) |
16Mo3 |
275 |
194 |
440 - 590 |
22 |
+20/31 |
table 1 |
80 |
18MnMo4-5 |
345 |
285 |
510 - 650 |
20 |
-20/27 |
table 1 |
80 |
15NiCuMoNb5-6-4 |
460 |
380 |
610 - 780 |
16 |
-20/27 |
table 2 |
80 |
13CrMo4-5 |
300 |
216 |
450 - 600 |
19 |
+20/31 |
table 1 |
80 |
13CrMoSi5-5 |
310 |
233 |
510 - 690 |
20 |
0/27 |
table 1 |
80 |
10CrMo9-10 |
310 |
236 |
480 - 630 |
18 |
+20/31 |
table 1 |
80 |
12CrMo9-10 |
355 |
295 |
540 - 690 |
18 |
-20/27 |
table 2 |
80 |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Testing on agreement; valid for temperature 300 °C and thickness up to 16 mm; for other temperatures u
to the standard
3) For other temperatures under standard refer to the standard or on agreement
4) Maximum value of the carbon equivalent as per the formula on agreement
5) Higher thickness up to 100 mm on agreement
EQUIVALENT DESIGNATION
EN10028-2 |
DIN 17155 |
P235 GH |
H I |
P265 GH |
H II |
P295 GH |
17Mn4 |
P355 GH |
19Mn6 |
16Mo3 |
15Mo3 |
13CrMo4-5 |
13CrMo44 |
10CrMo9-10 |
10CrMo910 |
18MnNo4-5 |
- |
PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10028-3
These steels feature guaranteed fi ne-grain structure and low carbon equivalent. Mechanical properties of these plates are guaranteed at
high temperatures (up to 400 °C) – yield strength Rp0,2 as well as at low temperatures (down to -50 °C) – impact energy KV; therefore,
they can be used for constructions of more demanding pressure vessels working under high as well as low temperatures.
Designation |
Min. Yield Strength ReH 1) [MPa] |
Min. Yield Strength RpO,2 2) [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV [°C/J] – transverse |
CEV max. 4) |
Max. Thickness [mm] |
Dimension Table No. |
P275NH |
275 |
179 |
390-510 |
24 |
-20/30 |
0,40 |
805) |
table 1 |
P275NL1 |
275 |
179 |
390-510 |
24 |
-40/27 |
0,40 |
805) |
table 1 |
P275NL2 |
275 |
179 |
390-510 |
24 |
-50/27 |
0,40 |
805) |
table 1 |
P355N |
355 |
- |
490-630 |
22 |
-20/30 |
0,43 |
805) |
table 1 |
P355NH |
355 |
232 |
490-630 |
22 |
-20/30 |
0,43 |
805) |
table 1 |
P355NL1 |
355 |
232 |
490-630 |
22 |
-40/27 |
0,43 |
805) |
table 1 |
P355NL2 |
355 |
232 |
490-630 |
22 |
-50/27 |
0,43 |
805) |
table 1 |
P460NH |
460 |
300 |
570-720 |
17 |
-20/30 |
0,53 |
80 |
table 2 |
P460NL1 |
460 |
300 |
570-720 |
17 |
-40/27 |
0,53 |
80 |
table 2 |
P460NL2 |
460 |
300 |
570-720 |
17 |
-50/27 |
0,53 |
80 |
table 2 |
1) Valid for thickness up to 16 mm, for higher thickness refer to the standard
2) Testing on agreement; valid for temperature 300 °C and thickness up to 16 mm, for other temperatures under standard or higher thickness refer
to the standard
3) For other temperatures under standard refer to the standard
4) On agreement; CEV = ; valid for thickness up to 60 mm, for higher thickness refer to the standard
5) Higher thickness up to 100 mm on agreement
EQUIVALENT DESIGNATION
EN10028-3 |
DIN 17102 |
P275NH |
WStE 285 |
P275NL1 |
TStE 285 |
P275NL2 |
EStE 285 |
P355N |
StE 355 |
P355NH |
WStE 355 |
P355NL1 |
TStE 355 |
P355NL2 |
EStE 355 |
P460NH |
WStE 460 |
P460NL1 |
TStE 460 |
P460NL2 |
EStE 460 |
THERMOMECHANICAL ROLLED PLATES OF FINE-GRAIN STEELS ACCORDING TO EN 10028-5
Thermomechanical rolled plates having higher min. yield strength up to 460 MPa are designed for pressure vessels and facilities working under normal or low temperatures. These plates have excellent weldability because of low carbon equivalent. Impact energy is guaranteed even at temperature -50 °C.
Designation |
Min. Yield Strength ReH [MPa] |
Min. Yield Strength Rm [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation [%] |
Min. Impact Energy KV 3) [°C/J] – transverse |
CEV max. 4) |
Dimension Table No. |
Max. Thickness [mm] |
P355M |
355 1) |
450-610 |
22 |
-20/27 |
0,39 |
table 3 |
40 |
P355ML1 |
355 1) |
450-610 |
22 |
-40/27 |
0,39 |
table 3 |
40 |
P355ML2 |
355 1) |
450-610 |
22 |
-50/27 |
0,39 |
table 3 |
40 |
P420M |
420 2) |
500-660 |
19 |
-20/27 |
0,43 |
table 3 |
30 5) |
P420ML1 |
420 2) |
500-660 |
19 |
-40/27 |
0,43 |
table 3 |
30 5) |
P420ML2 |
420 2) |
500-660 |
19 |
-50/27 |
0,43 |
table 3 |
30 5) |
P460M |
460 2) |
530-720 |
17 |
-20/27 |
0,45 |
table 3 |
22 5) |
P460ML1 |
460 2) |
530-720 |
17 |
-40/27 |
0,45 |
table 3 |
22 5) |
P460ML2 |
460 2) |
530-720 |
17 |
-50/27 |
0,45 |
table 3 |
22 5) |
1) Valid for thickness up to 40 mm, for higher thickness refer to the standard
2) Valid for thickness up to 16 mm, for higher thickness refer to the standard
3) For other temperatures under standard refer to the standard
4) On agreement CEV = ; valid for thickness up to 16 mm, for higher thickness refer to the standard
5) Higher thickness on agreement
PLATES OF STEELS ACCORDING TO ASTM/ASME
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No |
Max. Thickness [mm] |
A/SA 204 |
A |
255 |
450-585 |
19/23 |
2) |
table 1 |
80 |
B |
275 |
485-620 |
17/21 |
2) |
table 1 |
80 |
C |
295 |
515-655 |
16/20 |
2) |
table 1 |
80 |
A/SA 285 |
A |
165 |
310-450 |
27/30 |
4/14 |
table 1 |
50 3) |
B |
185 |
345-485 |
25/28 |
10/14 |
table 1 |
50 3) |
C |
205 |
380-515 |
23/27 |
16/14 |
table 1 |
50 3) |
A/SA 387 |
2 |
310 |
485-620 |
18/22 |
2) |
table 1 |
80 |
11 |
310 |
515-690 |
18/22 |
2) |
table 1 |
80 |
12 |
275 |
450-585 |
19/22 |
2) |
table 1 |
80 |
22 |
310 |
515-690 |
-/18 |
2) |
table 1 |
80 |
A/SA 455 |
|
260 |
515-655 |
15/22 |
-4/18 |
table 1 |
20 3) |
A/SA 515 |
60 (415) |
220 |
415-550 |
21/25 |
2) |
table 1 |
80 4) |
65 (450) |
240 |
450-585 |
19/23 |
2) |
table 1 |
80 4) |
70 (485) |
260 |
485-620 |
17/21 |
2) |
table 1 |
80 4) |
On agreement, carbon equivalent guarantee is available as per the formula
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
3) Under standard
4) Higher thickness up to 100 mm on agreement
PLATES OF FINE-GRAIN STEELS ACCORDING TO ASTM/ASME
Designation |
Grade |
Min. Yield Strength [MPa] |
Tensile Strength Rm [MPa] |
Min. Elongation 200/50 [%] |
Min. Impact Energy KV 1) [°C/J] - longitudinal |
Dimension Table No |
Max. Thickness [mm] |
A/SA 299 |
A |
2904) |
515-655 |
16/19 |
-7/20 |
table 1 |
80 |
B |
3254) |
550-690 |
16/19 |
-7/20 |
table 2 |
80 |
A/SA 302 |
A |
310 |
515-655 |
15/19 |
2) |
table 1 |
80 |
B |
345 |
550-690 |
15/18 |
2) |
table 2 |
80 |
C |
345 |
550-690 |
17/20 |
2) |
table 2 |
80 |
D |
345 |
550-690 |
17/20 |
2) |
table 2 |
80 |
A/SA 516 |
55(380) |
205 |
380-515 |
23/27 |
-51/18 |
table 1 |
805) |
60(415) |
220 |
415-550 |
21/25 |
-51/18 |
table 1 |
805) |
65(450) |
240 |
450-585 |
19/23 |
-51/18 |
table 1 |
805) |
70(485) |
260 |
485-620 |
17/21 |
-46/20 |
table 1 |
805) |
A/SA 537 class 1 |
|
345 |
485-620 |
18/22 |
-62/20 |
table 1 |
80 |
A/SA 612 |
|
345 |
570-725 |
16/22 |
-46/27 |
table 2 |
253) |
A/SA 662 |
A |
275 |
400-540 |
20/23 |
-60/18 |
table 1 |
503) |
B |
275 |
450-585 |
20/23 |
-51/18 |
table 1 |
503) |
C |
295 |
485-620 |
18/22 |
-46/20 |
table 1 |
503) |
A/SA 737 |
B |
345 |
485-620 |
18/23 |
2) |
table 1 |
80 |
C |
415 |
550-690 |
18/23 |
2) |
table 2 |
80 |
On agreement, carbon equivalent guarantee is available as per the formula
1) Testing on agreement
2) Testing temperature and minimum impact energy on agreement
3) Under standard
4) Valid for thickness up to 25 mm, for higher thickness refer to the standard
5) Higher thickness up to 100 mm on agreement
We mainly stock the Plates of following make :
Azovstal Iron & Steel - Ukraine
Alchevsk Iron & Steel - Ukraine
Ilyich Iron & Steel - Ukraine
ArcelorMittal Steel - Romania
Thainox Steel - Taiwan
Iscor - South Africa
Salzgitter Mannesmann - Germany
ThyssenKrupp Steel - Germany
ThyssenKrupp Stahl - Germany
Dillinger Hutte - Germany
Rautaruukki - Finland
Voestalphine Grobblech - Austria
Corus - U.K
Posco - Korea
InduSteel - France
InduSteel - Belgium
SSAB - Sweden
Kobe Steel - Japan
JFE Steel - Japan
Japan Steel - Japan
Nippon Steel - Japan
Severstal - Russia
SAIL - India
Jindal Steel - India
TATA Steel - India
Inspection & Approval Certificates : EN10204 3.1 / DIN 50049 3.1 / ISO 10474 3.1 Mill Test Certificate, NACE MR-0175 / ISO 15156, NACE MR-01-03 / NACE MR-01-75 / ISO 15156, CE Marked, European Pressure Equipment Directive PED-97/23/EC, AD-2000-W0, ASME Boiler & Pressure Vessel Code Sec.II Part A Ed. 2008, with 3.2 certificate duly Certified & Approved by LRS (Lloyd's Register), GL (Germanischer Lloyd), BV (Bureau Veritas), DNV (Det Norske Veritas), ABS (American Bureau of Shipping), SGS, TUV, RINA, IRS, NORSOK Approved Standard M-630, M-650 Rev.3
Regards,
CONTACT PERSON :
MUKESH SHAH
Director
Mobile No. 0091 - 9820292499
Email - marketing@rolexmetals.com
ROLEX METAL DISTRIBUTORS
( A METAL & STEEL Company )
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