Universal Beams and Columns: Section shapes
The standard specifications used for production of universal beams and columns in this region are listed in this table.
Material
Yield strength
N/mm2
Tensile strength
Min. Elongation
L0=5.65ÖS0
Min. Charpy V-notch. Temp. 20°C
Dimensions & Tolerances
AS 3679.1 (1996)
£12mm
12-40
³40mm
Grade 250
260
250
230
min. 410
22 %
27J
Grade 300
300
min. 430
Grade 350
360
340
330
min. 480
20 %
ASTM A36 (1996)
min. 250
400-550
20-21 %
-
ASTM A6 (1997)
ASTM A572 (1997)
Grade 42
min. 290
min. 415
20-24 %
Grade 50
min. 345
min. 450
18-21 %
Grade 60
min. 520
16-18 %
Grade 65
min. 550
15-17 %
ASTM A588 (1997)
min. 485
BS 4360 (1986)
BS 4 Part 1
(1993)
Grade 43A
min. 275
430-580
Grade 50A
min. 355
490-640
EN 10025 (1993)
£16mm
16-40
3-100mm
10<t£150mm
EN 10034 (1993)
S275JR
275
265
255
410-560
17-22 %
S355JR
355
345
335
490-630
EN 10113 (1993)
S275N
370-510
24 %
S355N
470-630
JIS 3101 (1995)
t<100mm
JIS 3192 (1994)
SS400
245
235
215
400-510
17-24 %
SS490
285
490-610
15-21 %
SS540
400
390
min 540
13-17 %
JIS 3106 (1995)
SM400A, B
18-24 %
SM490A, B
325
315
295
17-23 %
SM490YA, YB
365
SM520B
520-640