table 1.non alloy structural steels

table 1.
non alloy structural steels en 10025-2:2004, steel grades
Mechanical properties and approximate comparison with previous standard steels
Yield
strength 1)
ReH MPa
Tensile
strength
Rm
MPa
Impact
strength 1)
EN 10025-2
2004
EN
10025:1990
+A1:1993
EN 10025:
1990
SFS 200
1986
SS xx xx
xx-xx
1987
DIN 17100
1980
BS 4360
1986
NF A 35-
501
1981
KV J t °C
235 360-510 27 20 – S235JR Fe 360 B – 14 13 11-00 St 37-2 E 24-2
235 360-510 27 20 S235JR S235JRG2 Fe 360 B FN Fe 37 B 14 13 12-00 RSt 37-2 40 B –
235 360-510 27 0 S235J0 S235J0 Fe 360 C – St 37-3 U 40 C E 24-3
235 360-510 27 -20 S235J2+N S235J2G3 Fe 360 D1 Fe 37 D St 37-3 N 40 D E 24-4
235 360-510 27 -20 S235J2 S235J2G4 Fe 360 D2 – –
275 430-580 27 20 S275JR S275JR Fe 430 B Fe 44 B 14 14 12-00 St 44-2 43 B E 28-2
275 430-580 27 0 S275J0 S275J0 Fe 430 C – St 44-3 U 43 C E 28-3
275 430-580 27 -20 S275J2+N S275J2G3 Fe 430 D1 Fe 44 D 14 14 14-00 St 44-3 N 43 D E 28-4
275 430-580 27 -20 S275J2 S275J2G4 Fe 430 D2 – 14 14 14-01 –
355 510-680 27 20 S355JR S355JR Fe 510 B – (14 21 72-00) – 50 B E 36-2
355 510-680 27 0 S355J0 S355J0 Fe 510 C Fe 52 C St 52-3 U 50 C E 36-3
355 510-680 27 -20 S355J2+N S355J2G3 Fe 510 D1 Fe 52 D (12 21 74-01) St 52-3 N 50 D
355 510-680 27 -20 S355J2 S355J2G4 Fe 510 D2 – –
355 510-680 40 -20 S355K2+N S355K2G3 Fe 510 DD1 – – 50 DD E 36-4
355 510-680 40 -20 S355K2 S355K2G4 Fe 510 DD2 – –
185 310-540 – – S185 S185 Fe 310-0 Fe 33 14 13 00-00 St 33 A 33
295 490-660 – – E295 E295 Fe 490-2 Fe 50 14 15 50-00 St 50-2 A 50-2
Material thickness ≤16 mm.
1) The yield strength (ReH) and impact strength (Charpy V) values are minimum values.
For accurate comparison, the original standards and data sheets must be used.
table 2.
non alloy structural steels en 10025-2:2004
impact strength, impact strength classes, codes and comparison with previous standards
Test
temperature
°C
Impact strength class
EN 10027:2005 EN 10025-2:2004 EN 10025:1990
Impact strength, longitudinally Impact strength, longitudinally Impact strength, longitudinally
27 J 40 J 60 J 27 J 40 J 27 J 40 J
20 JR KR LR JR – B –
0 J0 K0 L0 J0 – C –
-20 J2 K2 L2 J2 K2 D DD
-30 J3 K3 L3 – – – –
-40 J4 K4 L4 – – – –
-50 J5 K5 L5 – – – –
-60 J6 K6 L6 – – – –
3table 3.
non alloy structural steels en 10025-2
Symbols included in designations. Steel grade codes in the current and the previous standard
en 10025-2:2004
Symbol Comment
S Structural steel
E Steel for engineering purposes
C Guaranteed flangeability
+N Delivery condition as normalized or
normalized rolled
To be delivered in delivery condition +N
+AR Delivery condition as untreated To be delivered in delivery condition +AR (As Rolled)
Deoxidation
FN Rimming steel not permitted JR and J0 flat products
FF Fully killed with nitrogen binding elements J2 and K2 flat products