Stock range > Stock comparisions  
BS EN 10 025: 1993
GRADE
FORMER
GRADE
TENSILE STRENGTH
> 3mm
< 100mm
N/mm2
MIN YIELD STRENGTH AT 16mm
N/mm2
MAX THK
FOR
SPECIFIED
YIELD
N/mm2
IMPACT ENERGY (j C)
NOMINAL THICKNESS
TEMP C
<150 mm (1)
>150mm
<250mm
(1)

S185 (4)

S235 (5)
S235JR (4)
S235JRG1 (4)
S235JRG2
S235JO
S235J2G3
S235J2G4

S275 (5)
S275JR
S275JO
S275J2G3
S275J2G4

S355 (5)
S355JR
S355JO
S355J2G3
S355J2G4
S355K2G4
S355K2G4

E295
E335
E360

Fe 310-0(4)

Fe 360A (5)
Fe 360B(4)
Fe 360B(FU) (4)
Fe 360B(FN)
Fe 360 C
Fe 360D1
Fe 360D2

Fe 430A (5)
Fe 430B
Fe 430C
Fe 430D1
Fe 430D2

Fe 510A (5)
Fe 510B
Fe 510C
Fe 510D1
Fe 510D2
Fe 510DD1
Fe 510DD2

Fe 490-2
Fe 590-2
Fe 609-2

290/510

340/470
340/470
340/470
340/470
340/470
340/470
340/470

410/560
410/560
410/560
410/560
410/560

490/630
490/630
490/630
490/630
490/630
490/630
490/630

470/610
570/710
670/830

185

235
235
235
235
235
235
235

275
275
275
275
275

355
355
355
355
355
355
355

295
335
360

25

250
25
25
250
250
250
250

250
250
250
250
250

250
250
250
250
250
250
250

250
250
250

-

-
+20
+20(6)
+20 (6)
0
-20
-20

-
+20 (6)
0
-20
-20-

+20 (6)
0
-20
-20
-20
-20


-
-
-

-

40A
-
-
40B
40C
40D
40D

43A
43B
43C
43D
43D

50A
50B
50C
50D
50D
50DD


50DD
-
-

-

40A
-
-
40B
40C
40D
40D

43A
43B
43C
43D
43D

50A
50B
50C
50D
50D
50DD


50DD
-
-


BS 4360 : 1986
GRADE
TENSILE STRENGTH
<100mm
N/mm2
MIN
YIELD
STRENGTH
AT 16mm
N/mm2
MAX THK FOR SPECIFIED YIELD
N/mm2
(2)
IMPACT ENERGY (j C)
NOMINAL THICKNESS
TEMP C
< 100mm
(3)
-

40A
-
-
40B
40C
40D
40D

43A
43B
43C
43D
43D

50A
50B
50C
50D
50D
50DD
50DD
-

340/500
-
-
340/500
340/500
340/500
340/500

340/580
340/580
340/580
340/580
340/580

490/640
490/640
490/640
490/640
490/640
490/640
490/640
-

235
-
-
235
235
235
235

275
275
275
275
275

355
355
355
355
355
355
355
-

150
-
-
150
150
150
150

150
150
150
150
150

150
150
150
150
150
150
150

-

-
-
-
+20 (6)
0
-20
-20

-
+20 (6)
0
-20
-20

-
+20 (6)
0
-20
-20
-30
-30

-

-
-
-
27
27
27
27

27
27
27
27
27

-
27
27
27
27
27
27

Disclaimer of liability: This information has been compiled in good faith and is believed to be correct at the date of publication

SYMBOLS USED IN BS EN 10 025

S = STRUCTURAL STEEL
E
= ENGINEERING STEEL '235' '275' '355' min YS (N/mm2)@ts16mm
JR
= LONGITUDINAL CHARPY V-NOTCH IMPACTS 27J @ 0 degrees C
JO
= LONGITUDINAL CHARPY V-NOTCH IMPACTS 27J @ -20 degrees C
J2
= LONGITUDINAL CHARPY V-NOTCH IMPACTS 27J @ -20 degrees C
k2
= LONGITUDINAL CHARPY V-NOTCH IMPACTS 27J @ - 20 degrees C
G1
= RIMMING STEEL (FU)
G2
= RIMMING STEEL (FN)
G3
= SUPPLY CONDITION "N" i.e NORMALISED OR NORMALISED ROLLED
G4
= SUPPLY CONDITION AT THE MANUFACTURERS DISCREATION
 
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