Hot Rolled and Structural Steel Products
Fifth Edition
Hot Rolled and Structural
Steel Products
Contents
Introduction 1
Availability
Structural Steel Sections
1
Merchant Bar Sections
3
Dimensions and Design Information
Welded Beams
5
Welded Columns
7
Universal Beams
9
Universal Columns
11
Tapered Flange Beams
13
Parallel Flange Channels
14
Universal Bearing Piles
15
Equal Angles
16
Unequal Angles
19
Standard Specifications
Structural Steel Sections
22
Merchant Bar Sections
24
Customer Technical Service
25
Introduction
OneSteel is a fully integrated, global manufacturer and distributor
of steel and finished steel products, self-sufficient in both iron ore
and scrap metal.
OneSteel’s major manufacturing facilities are located in Whyalla,
South Australia, Melbourne, Victoria, Western Sydney and
Newcastle, New South Wales and Brisbane, Queensland.
This booklet is produced by OneSteel Market Mills and is intended
to provide general information on a range of hot rolled and
structural steel products. The following text will refer to OneSteel
Market Mills as OneSteel.
Availability
Structural Steel Sections
Hot Rolled Products
Hot Rolled Structural Steel sections produced by OneSteel are
manufactured in accordance with the requirements of Australian
Standard AS/NZS 3679.1:1996 Structural Steel - Hot Rolled Bars and
Sections.
Grade Availability
300PLUS® Steel is the standard grade manufactured by OneSteel for
hot rolled Structural Steel Sections for Australia.
300PLUS® Steel for hot rolled products is produced to exceed the
minimum requirements of AS/NZS 3679.1:1996 grade 300.
In New Zealand, 300PLUS®S0 is the standard grade for the range of
universal beams and columns shown in Table 1.
Table 1
Standard 300PLUS®S0 Grade sections in New Zealand
Universal Beams
Universal Columns
610UB125
310UC158
610UB113
310UC137
610UB101
310UC118
530UB92.4
310UC96.8
530UB82.0
250UC89.5
460UB82.1
250UC72.9
460UB74.6
200UC59.5
460UB67.1
200UC52.2
410UB59.7
200UC46.2
410UB53.7
360UB56.7
Length Availability
The majority of Structural Steel Sections produced by OneSteel
are available in standard length and bundle configurations. We
would recommend that attention be given to the standard lengths
produced by OneSteel as they are more readily available than
other lengths. Table 2 indicates the standard lengths produced by
OneSteel in Structural Steel Sections. For other lengths (including
those in excess of 18 metres) please contact your nearest OneSteel
Sales Office for further details (contact details on page 26).
Welded Products
OneSteel Market Mills also markets a range of large Welded Product
Structural Steel sections. These sections are welded from plate
and are manufactured in accordance with Australian Standard
AS/NZS 3679.2:1996 Structural Steel - Welded I Sections.
Grade Availability
300PLUS® Steel is the standard grade manufactured for Welded
Products. 300PLUS® welded products are produced to exceed the
minimum requirements of AS/NZS 3679.2:1996 grade 300.
A higher grade option of AS/NZS 3679.2:1996 grade 400 is also
available.
Other grades are subject to enquiry and this should be directed to
your nearest OneSteel Sales Office.
Length Availability
Lengths are available from a minimum of 6 metres to a maximum
of 30 metres. Table 2 indicates the standard lengths produced.
360UB50.7
360UB44.7
Other grades including 300PLUSL0, AS/NZS 3679.1-350 and AS/NZS
3679.1-350L0 may also be available depending on the section and
quantity required. For further information contact your nearest
OneSteel Sales Office (contact details on page 26) .
HRSSP 5th Ed. February 2010
1
Availability
Table 2 Standard Lengths
Length (m)
Section
7.5
9.0
10.5
12.0
13.5
15.0
16.5
18.0
20.0*
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
Welded Sections
1200 WB, 1000 WB, 900 WB, 800 WB, 700 WB
500 WC, 400 WC, 350 WC
Universal Beams
610 UB, 530 UB, 460 UB, 410 UB, 360 UB
310 UB 46.2, 40.4
310 UB 32.0
250 UB
200 UB 29.8, 25.4, 22.3
200 UB 18.2
180 UB, 150 UB
l
Universal Columns
310 UC 158, 137, 118
310 UC 96.8
250 UC
200 UC, 150 UC
100 UC
l
l
l
l
l
Taper Flange Beams
125 TFB, 100 TFB
Parallel Flange Channels
380 PFC, 300 PFC
250 PFC
230 PFC, 200 PFC, 180 PFC, 150 PFC
125 PFC, 100 PFC, 75 PFC
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
Universal Bearing Piles
310 UBP 149, 110†
310 UBP 78.8
200 UBP 122
l
l
l
l
Equal Angles
200 EA, 150 EA, 125 EA
100 EA, 90 EA, 75 EA
65 EA, 55 EA, 50 EA, 45 EA, 40 EA **
30 EA, 25 EA
l
l
l
l
l
l
l
l
l
l
l
l
Unequal Angles
150 x 100 UA, 150 x 90 UA
125 x 75 UA, 100 x 75 UA
75 x 50 UA
65 x 50 UA
l
l
l
l
l
l
l
l
l
The Section/Length combination is available in Standard Bundle configurations
*
By enquiry - Delivery to Capital cities only
** Certain thicknesses may not be available in both lengths. Confirm availability with a OneSteel Market Mills Sales Office.
†
2
By enquiry
HRSSP 5th Ed. February 2010
l
Availability
Merchant Bar Sections
Rounds, Squares and Flats
Availability
Merchant bar rounds, squares and flats are available in a variety of steel grades and sizes.
Due to process limitations not all grades are available in all sizes. For new applications we recommend you confirm product availability with a
OneSteel Sales Office at an early stage of design. Other specifications and sizes may also be available on enquiry.
Specifications
Merchant bar sections are available in the following standards:
• 300PLUS® and AS/NZS 3679.1 - Structural Steel - Hot Rolled Bars and Sections.
• AS 1442 - Carbon Steels and Carbon Manganese Steels - Hot Rolled Bars and Semifinished Products.
• AS 1444 - Wrought Alloy Steels Standard, Hardenability (H) Series and Hardened and Tempered to Designated Mechanical Properties.
• AS 1447 - Hot-Rolled Spring Steels.
• OneSteel grades (based on AISI-SAE nomenclature).
Table 3 Rounds - Size Availability and Mass
Diameter (mm)
10
12
13
14
15
16
17
18
19
20
22
24
27
30
33
36
39
42
45
48
50
56
60
65
75
90
Mass (kg/m)
0.616
0.887
1.04
1.21
1.39
1.58
1.78
1.99
2.23
2.46
2.98
3.55
4.49
5.55
6.71
7.99
9.38
10.9
12.5
14.2
15.4
19.3
22.2
26.0
34.7
49.9
Table 4 Squares - Size Availability and Mass
Thickness (mm)
10*
12
16
20
25
40
Mass (kg/m)
0.790
1.13
2.01
3.14
4.91
12.5
Standard Length: 6 Metres
* Confirm availability with sales office.
Standard Length: 6 Metres
HRSSP 5th Ed. February 2010
3
Availability
Table 5 Flats — Size Availability and Mass (kg/m)
Width (mm)
20
25
32
40
50
65
75
90
100
110
130
150
180
200
250
300
5
6
8
0.981
1.26
1.57
1.96
2.55
2.94
1.18
1.51
1.88
2.36
3.06
3.53
4.24
4.71
5.18
6.12
7.07
8.48
9.42
11.8
14.1
1.57
2.01
2.51
3.14
4.08
4.71
5.65
6.28
6.91
8.16
9.42
3.93
5.10
5.89
12.6
15.7
18.8
Thickness (mm)
10
12
1.57
1.96
2.36
2.51
3.01
3.14
3.77
3.93
4.71
5.10
6.12
5.89
7.07
7.07
8.48
7.85
9.42
8.64
10.4
10.2
12.2
11.8
14.1
14.1
17.0
15.7
18.8
19.6
23.6
23.6
28.3
16
20
25
5.02
6.28
8.16
9.42
6.28
7.85
10.2
11.8
12.6
15.7
19.6
16.3
18.8
20.4
23.6
25.5
29.4
9.81
14.7
Standard Length: 6 Metres
Table 6 Merchant Bar Sections - Regular Grades
Steel Type
Standard
Grades Available
Carbon and Carbon-Manganese Steels
OneSteel
AS/NZS 3679.1
AS 1442
Spring Steels
AS 1447
OneSteel Grades
OneSteel
Structural Steels
300PLUS
350
1016
1022
1045
XK5160S
XK9258S
XK9261S
1015
X4K92M61S
Note
Grade availability can vary with section.
Table 7 Rods Size Availability
Rods and Light Billets
Rods and light billets are available in a wide range of OneSteel grades,
and selected grades from AS 1442, AS 1444 and AS 1447 specifications.
Diameter (mm)
5.5 6.5 7.0 8.0 9.0 10.0 11.2 12.5 13.0 14.0 15.0 16.0 17.0 18.0
These sections are not available in structural grades 300PLUS or 350.
®
Due to process limitations not all grades are available in all sizes.
Confirm product availability with a OneSteel Sales Office at an early
stage of design.
Table 8 Light Billets Size Availability
Sizes Available mm x mm
45 x 45
50 x 50
63 x 63
75 x 75
4
HRSSP 5th Ed. February 2010
HRSSP 5th Ed. February 2010
5
400
792
716
710
700
692
122
700 WB 173
150
130
115
250
250
250
275
250
275
275
300
300
350
400
400
300
350
400
400
275
350
500
500
16
20
25
28
16
20
25
28
20
25
28
32
20
25
28
32
25
25
28
32
32
36
40
mm
tf
Thickness
10
10
10
10
10
10
10
10
12
12
12
12
16
16
16
16
16
16
16
16
16
16
16
mm
tw
Web
Thickness
660
660
660
660
760
760
760
760
860
860
860
860
960
960
960
960
1120
1120
1120
1120
1120
1120
1120
mm
d1
Depth
Between
Flanges
66.0
66.0
66.0
66.0
76.0
76.0
76.0
76.0
71.7
71.7
71.7
71.7
60.0
60.0
60.0
60.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
tw
d1
__________
7.50
6.00
4.80
4.73
7.50
6.63
5.30
5.18
7.20
6.76
6.93
6.06
7.10
6.68
6.86
6.00
5.18
6.68
6.86
6.00
7.56
6.72
6.05
2tf
(bf-tw)
__________
2
14600
16600
19100
22000
15600
18600
21400
24400
22300
27800
32700
35900
27400
32900
37800
41000
31700
35400
40300
43500
49900
53900
57900
mm
Ag
Gross Area
of Cross
Section
1. All welds to AS/NZS 1554.1 Category SP (deep penetration).
2. Web to flange joints develop the minimum tensile strength of the web.
3. Flame cut surfaces not incorporated in welds have a minimum surface roughness of class 2, as defined in WTIA Technical Note 5.
Notes
810
800
816
800 WB 192
146
900
175
168
916
900 WB 282
910
924
215
218
1000
258
257
1016
1010
296
1170
1024
249
1000 WB 322
1176
1170
1184
342
317
1184
392
278
400
1192
423
500
1200
1200 WB 455
mm
bf
Width
Flange
________________________
mm
d
Depth of
Section
kg/m
Designation
Table 9 Welded Beams - Dimensions and Properties
Welded Beams
1150
1400
1710
2060
1570
2040
2480
2970
2960
4060
5050
5730
4060
5430
6650
7480
6380
7610
9250
10400
12500
13900
15300
Sx
3
6140
3330
3990
4810
5760
3970
5100
3790
4490
5370
6390
4550
5730
6840
8060
7500
6580
7290
9960
12200
13600
9570
12300
14800
16400
12900
15000
17900
19800
23400
25800
28200
10 mm
3
8930
11000
12400
8120
10700
13100
14600
10900
13000
15700
17500
21100
23300
25600
10 mm
3
10 mm
3
Zx
4
Ix
6
281
290
299
306
317
331
341
349
364
382
393
399
385
406
420
427
449
464
479
488
500
508
515
mm
rx
About x-axis
__________________________________________________
Iy
4
41.7
52.1
65.2
97.1
41.7
69.4
86.7
126
90.1
179
299
341
90.3
179
299
342
87.0
179
299
342
667
750
834
10 mm
6
Zy
3
334
417
521
706
334
505
631
840
601
1020
1490
1710
602
1020
1490
1710
633
1020
1500
1710
2670
3000
3330
10 mm
3
Sy
3
516
642
798
1080
519
775
964
1280
931
1560
2270
2590
961
1590
2300
2620
1020
1600
2310
2630
4070
4570
5070
10 mm
3
53.5
56.0
58.4
66.4
51.7
61.1
63.7
71.9
63.5
80.2
95.6
97.5
57.5
73.8
89.0
91.3
52.4
71.1
86.1
88.6
116
118
120
mm
ry
About y-axis
__________________________________________________
J
4
888
1510
2690
4020
921
1670
2990
4420
2060
4020
6150
8870
2890
4870
7010
9740
4310
5090
7230
9960
12100
16500
22000
10 mm
3
Torsion
Constant
Iw
4770
6030
7640
11500
6280
10600
13400
19600
17400
35000
58900
67900
21700
43400
73000
84100
28500
58700
98500
113000
221000
251000
280000
10 mm6
9
Warping
Constant
115
130
150
700 WB 173
122
146
168
800 WB 192
175
218
257
900 WB 282
215
258
296
1000 WB 322
249
278
317
342
392
423
1200 WB 455
Designation
6
HRSSP 5th Ed. February 2010
300
115
310
310
310
310
310
310
310
310
310
310
310
310
300
300
300
300
300
300
300
300
300
300
®
0.767
0.795
0.828
0.850
0.718
0.763
0.799
0.824
0.744
0.800
0.830
0.845
0.738
0.790
0.817
0.832
0.701
0.733
0.766
0.783
0.811
0.825
0.837
C
C
C
C
N
N
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
Compactness
1. For 300PLUS® sections the tensile strength (fu) is 430 MPa.
2. For Grade 400 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
®
3790
4490
5370
6390
4530
5710
6840
8060
7500
9960
12200
13600
9570
12300
14800
16400
12900
15000
17900
19800
23400
25800
28200
N
C
C
C
N
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
N
C
C
3
10 mm
498
626
782
1060
498
757
946
1260
901
1530
2240
2560
903
1530
2240
2560
949
1530
2240
2560
4000
4500
5000
3
10 mm
3
Zey
Compactness
About y-axis
_______________________________
Zex
3
About x-axis
__________________________
300PLUS *
kf
Form Factor
* 300PLUS welded sections are produced to exceed the minimum requirements of AS/NZS 3679.2-300.
280
300
280
700 WB 173
130
300
122
150
280
300
280
800 WB 192
146
300
175
168
280
280
280
218
300
215
900 WB 282
257
280
280
296
258
280
280
249
1000 WB 322
280
280
280
342
317
280
392
278
280
423
MPa
MPa
300
fy
fy
280
Web
Flange
Yield Stress
__________________________
1200 WB 455
Designation
Table 10 Welded Beams - Properties for Assessing Section Capacity
Welded Beams
380
380
360
360
380
380
360
360
380
360
360
360
380
360
360
360
360
360
360
360
360
360
360
MPa
fy
Flange
400
400
400
400
400
400
400
400
400
400
400
400
380
380
380
380
380
380
380
380
380
380
380
MPa
fy
Web
Yield Stress
_____________________________
0.742
0.773
0.807
0.833
0.695
0.744
0.781
0.808
0.721
0.780
0.813
0.830
0.704
0.760
0.791
0.807
0.670
0.705
0.741
0.760
0.791
0.806
0.820
kf
Form Factor
3
10 mm
3
Zex
28100
5370
C
3790
4490
C
C
6390
4340
5510
6640
7850
7320
9840
12000
13500
9570
12300
14800
16400
12800
14900
17700
19600
23300
25700
C
N
N
N
N
N
N
N
N
C
C
C
C
N
N
N
N
N
N
N
AS/NZS 3679.2-400
Compactness
N
C
C
C
N
N
C
C
N
N
N
C
N
N
N
C
C
N
N
C
N
N
C
Compactness
486
626
782
1060
486
754
946
1260
882
1530
2220
2560
887
1530
2230
2560
949
1530
2230
2560
3900
4500
5000
10 mm3
3
Zey
About x-axis
About y-axis
_______________________________
_______________________________
115
130
150
700 WB 173
122
146
168
800 WB 192
175
218
257
900 WB 282
215
258
296
1000 WB 322
249
278
317
342
392
423
1200 WB 455
Designation
HRSSP 5th Ed. February 2010
7
339
331
230
197
350
350
350
350
400
400
400
400
400
400
400
500
500
500
500
28
32
36
40
16
20
25
32
36
40
40
20
25
28
32
36
40
40
mm
tf
Thickness
20
25
28
28
16
20
20
25
28
28
40
20
20
20
25
32
32
40
mm
tw
Web
Thickness
275
275
275
275
350
350
350
350
350
350
350
450
450
450
450
400
400
400
mm
d1
Depth
Between
Flanges
13.8
11.0
9.82
9.82
21.9
17.5
17.5
14.0
12.5
12.5
8.75
22.5
22.5
22.5
18.0
12.5
12.5
10.0
tw
d1
__________
5.89
5.08
4.47
4.03
12.0
9.50
7.60
5.86
5.17
4.65
4.50
12.0
9.60
8.57
7.42
6.50
5.85
5.75
2tf
(bf-tw)
__________
25100
29300
32900
35700
18400
23000
27000
34400
38600
41800
46000
29000
34000
37000
43200
48800
52800
56000
mm2
Ag
Gross Area
of Cross
Section
1. All welds to AS/NZS 1554.1 Category SP (deep penetration).
2. Web to flange joints develop the minimum tensile strength of a 16mm web only.
3. Flame cut surfaces not incorporated in welds have a minimum surface roughness of class 2, as defined in WTIA Technical Note 5.
Notes
355
347
258
382
144
350 WC 280
390
181
422
303
414
430
328
400
430
400 WC 361
212
490
228
270
506
500
514
267
500
472
383
340
290
500
480
414
500
480
500 WC 440
mm
bf
Width
Flange
________________________
mm
d
Depth of
Section
kg/m
Designation
Table 11 Welded Columns - Dimensions and Properties
Welded Columns
486
573
661
747
486
620
776
1030
1180
1320
1360
1260
1560
1750
2050
1890
2110
2150
106mm4
Ix
Sx
4940
2940
3380
3350
3910
4450
4210
3810
2830
3570
4360
5660
6420
7100
7460
5710
6950
7700
8980
9130
10100
10400
103mm3
2550
3180
3880
4950
5570
6140
6340
5130
6250
6930
7980
7990
8800
8980
103mm3
Zx
139
140
142
145
163
164
169
173
175
178
172
208
214
218
218
197
200
196
mm
rx
About x-axis
__________________________________________________
200
229
258
286
171
214
267
342
385
427
429
417
521
584
667
751
834
835
106mm4
Iy
1140
1310
1470
1640
854
1070
1330
1710
1920
2140
2140
1670
2080
2330
2670
3000
3340
3340
103mm3
Zy
1740
2000
2260
2500
1300
1640
2040
2610
2950
3270
3340
2540
3170
3540
4070
4600
5100
5160
103mm3
Sy
89.3
88.4
88.5
89.6
96.3
96.4
99.4
99.8
99.8
101
96.5
120
124
126
124
124
126
122
mm
ry
About y-axis
__________________________________________________
5750
8960
12700
16500
1580
3080
5060
10400
14800
19200
24800
3880
6370
8420
13100
19900
25400
30100
103mm4
J
Torsion
Constant
4600
5400
6230
7100
5720
7310
9380
12500
14300
16200
16300
23000
29400
33300
38800
35700
40400
40400
109mm6
Iw
Warping
Constant
197
230
258
350 WC 280
144
181
212
270
303
328
400 WC 361
228
267
290
340
383
414
500 WC 440
Designation
8
HRSSP 5th Ed. February 2010
280
280
230
197
300
280
280
280
300
300
300
280
280
280
280
300
300
300
280
280
280
®
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
C
C
C
C
N
N
N
C
C
C
C
N
N
N
C
C
C
C
Compactness
1. For 300PLUS® sections the tensile strength (fu) is 430 MPa.
2. For Grade 400 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
®
3350
3910
4450
4940
2590
3410
4360
5660
6420
7100
7470
5210
6700
7570
8980
9130
10100
10400
C
C
C
C
N
N
N
C
C
C
C
N
N
N
C
C
C
C
1720
1960
2210
2450
1120
1510
2000
2560
2880
3200
3210
2200
2970
3410
4000
4510
5010
5010
3
3
10 mm
3
10 mm
3
Zey
Zex
Compactness
About x-axis
About y-axis
_______________________________
_______________________________
300PLUS *
kf
Form Factor
* 300PLUS welded sections are produced to exceed the minimum requirements of AS/NZS 3679.2-300.
280
280
300
144
258
300
181
350 WC 280
280
280
212
280
303
270
280
280
300
228
328
280
267
400 WC 361
280
280
290
280
383
340
280
414
MPa
MPa
280
fy
fy
280
Web
Flange
Yield Stress
__________________________
500 WC 440
Designation
Table 12 Welded Columns - Properties for Assessing Section Capacity
Welded Columns
360
360
360
360
380
380
360
360
360
360
360
380
360
360
360
360
360
360
MPa
fy
Flange
380
360
360
360
380
380
380
360
360
360
360
380
380
380
360
360
360
360
MPa
fy
Web
Yield Stress
__________________________
1.00
1.00
1.00
1.00
0.964
1.00
1.00
1.00
1.00
1.00
1.00
0.964
1.00
1.00
1.00
1.00
1.00
1.00
kf
Form Factor
3
10 mm
3
Zex
C
C
C
C
S
N
N
C
C
C
C
S
N
N
N
C
C
C
3350
3910
4450
4940
2410
3330
4270
5660
6420
7100
7470
4860
6540
7410
8830
9130
10100
10400
AS/NZS 3679.2-400
Compactness
C
C
C
C
N
N
N
C
C
C
C
N
N
N
N
C
C
C
Compactness
1720
1960
2210
2450
1070
1460
1950
2560
2880
3200
3210
2100
2860
3310
3920
4510
5010
5010
10 mm3
3
Zey
About x-axis
About y-axis
_______________________________
_______________________________
197
230
258
350 WC 280
144
181
212
270
303
328
400 WC 361
228
267
290
340
383
414
500 WC 440
Designation
HRSSP 5th Ed. February 2010
9
175
173
155
150
18.1
16.1
150 UB 18.0
14.0
248
179
252
31.4
25.7
180 UB 22.2
256
198
298
32.0
250 UB 37.3
18.2
304
40.4
202
307
310 UB 46.2
22.3
146
352
44.7
207
149
146
356
50.7
203
165
359
25.4
178
403
53.7
360 UB 56.7
200 UB 29.8
178
406
410 UB 59.7
75
75
90
90
90
99
133
133
134
124
166
171
171
172
190
190
457
454
191
67.1
460
460 UB 82.1
209
209
228
228
229
mm
bf
Width
7.0
9.5
7.0
8.0
10.0
7.0
7.0
7.8
9.6
8.0
8.6
10.9
8.0
10.2
11.8
9.7
11.5
13.0
10.9
12.8
12.7
14.5
16.0
13.2
15.6
14.8
17.3
19.6
mm
tf
Thickness
Flange
________________________
74.6
533
528
101
82.0
602
113
530 UB 92.4
612
607
610 UB 125
mm
d
Depth of
Section
kg/m
Designation
5.0
6.0
4.5
5.0
6.0
4.5
5.0
5.8
6.3
5.0
6.1
6.4
5.5
6.1
6.7
6.9
7.3
8.0
7.6
7.8
8.5
9.1
9.9
9.6
10.2
10.6
11.2
11.9
mm
tw
Web
Thickness
8.0
8.0
8.9
8.9
8.9
11.0
8.9
8.9
8.9
12.0
8.9
8.9
13.0
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
14.0
14.0
14.0
14.0
14.0
mm
r1
Root
Radius
136
136
159
159
159
184
188
188
188
232
234
234
282
284
284
333
333
333
381
381
428
428
428
502
502
572
572
572
mm
d1
Depth
Between
Flanges
Table 13 Universal Beams - Dimensions and Properties
Universal Beams
27.2
22.7
35.3
31.8
26.5
40.9
37.5
32.3
29.8
46.4
38.4
36.6
51.3
46.5
42.3
48.2
45.6
41.6
50.1
48.8
50.4
47.1
43.3
52.3
49.2
54.0
51.1
48.1
tw
d1
__________
5.00
3.63
6.11
5.31
4.20
6.75
9.14
8.15
6.65
7.44
8.13
6.40
8.97
7.79
6.75
8.46
7.12
6.31
7.82
6.65
7.15
6.24
5.66
7.55
6.37
7.34
6.27
5.54
2tf
(bf-tw)
__________
2
1780
2300
2040
2300
2820
2320
2870
3230
3820
3270
4010
4750
4080
5210
5930
5720
6470
7240
6890
7640
8580
9520
10500
10500
11800
13000
14500
16000
mm
Ag
Gross
Area of
Cross
Section
6.66
9.05
10.6
12.1
15.3
15.8
21.0
23.6
29.1
35.4
44.5
55.7
63.2
86.4
100
121
142
161
188
216
296
335
372
477
554
761
875
986
Sx
3
424
88.8
117
123
139
171
160
208
232
281
285
354
435
102
135
138
157
195
180
231
260
316
319
397
486
475
633
729
654
569
777
897
1010
1060
1200
1480
1660
1840
2070
2370
2900
3290
3680
10 mm
3
689
798
899
933
1060
1300
1460
1610
1810
2080
2530
2880
3230
10 mm
3
10 mm
3
Zx
4
Ix
6
61.1
62.8
72.0
72.6
73.6
82.6
85.5
85.4
87.3
104
105
108
124
129
130
146
148
149
165
168
186
188
188
213
217
242
246
249
mm
rx
Iy
4
0.495
0.672
0.853
0.975
1.22
1.14
2.75
3.06
3.86
2.55
4.47
5.66
4.42
7.65
9.01
8.10
9.60
11.0
10.3
12.1
14.5
16.6
18.6
20.1
23.8
29.3
34.3
39.3
10 mm
6
Zy
3
13.2
17.9
19.0
21.7
27.1
23.0
41.3
46.1
57.5
41.1
61.2
77.5
59.3
92.7
109
94.7
112
128
115
135
153
175
195
193
228
257
300
343
10 mm
3
Sy
3
20.8
28.2
29.4
33.7
42.3
35.7
63.4
70.9
88.4
63.6
94.2
119
91.8
142
166
146
173
198
179
209
238
271
303
301
355
402
469
536
10 mm
3
16.6
17.1
20.4
20.6
20.8
22.1
31.0
30.8
31.8
27.9
33.4
34.5
32.9
38.3
39.0
37.6
38.5
39.0
38.6
39.7
41.2
41.8
42.2
43.8
44.9
47.5
48.7
49.6
mm
ry
About x-axis
About y-axis
__________________________________________________
__________________________________________________
J
4
28.1
60.5
31.5
44.8
81.6
38.6
45.0
62.7
105
67.4
89.3
158
86.5
157
233
161
241
338
234
337
378
530
701
526
775
790
1140
1560
10 mm
3
Torsion
Constant
Iw
2.53
3.56
5.88
6.80
8.71
10.4
26.0
29.2
37.6
36.7
65.9
85.2
92.9
165
197
237
284
330
394
467
708
815
919
1330
1590
2530
2980
3450
10 mm6
9
Warping
Constant
14.0
150 UB 18.0
16.1
18.1
180 UB 22.2
18.2
22.3
25.4
200 UB 29.8
25.7
31.4
250 UB 37.3
32.0
40.4
310 UB 46.2
44.7
50.7
360 UB 56.7
53.7
410 UB 59.7
67.1
74.6
460 UB 82.1
82.0
530 UB 92.4
101
113
610 UB 125
Designation
10
HRSSP 5th Ed. February 2010
320
14.0
300
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
300
1.00
1.00
1.00
1.00
1.00
0.990
1.00
1.00
1.00
0.949
1.00
1.00
0.915
0.952
0.991
0.930
0.963
0.996
0.913
0.938
0.922
0.948
0.979
0.902
0.928
0.888
0.926
0.950
C
C
C
C
C
C
N
N
C
C
N
C
N
C
C
N
C
C
C
C
C
C
C
C
C
C
C
C
Compactness
®
102
135
138
157
195
180
227
259
316
319
395
486
467
633
729
770
897
1010
1060
1200
1480
1660
1840
2070
2370
2900
3290
3680
103mm3
Zex
C
C
C
C
C
C
N
N
C
C
N
C
N
C
C
N
C
C
C
C
C
C
C
C
C
C
C
C
Compactness
19.8
26.9
28.4
32.5
40.7
34.4
60.3
68.8
86.3
61.7
91.4
116
86.9
139
163
140
168
193
173
203
230
262
292
289
342
386
451
515
103mm3
Zey
About x-axis
About y-axis
_______________________________
_______________________________
300PLUS® *
kf
Form Factor
* 300PLUS replaced Grade 250 as the base grade for these sections in 1994.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
320
150 UB 18.0
180 UB 22.2
320
320
18.2
320
320
22.3
16.1
320
25.4
18.1
320
320
200 UB 29.8
320
320
31.4
320
250 UB 37.3
25.7
320
300
310 UB 46.2
320
320
44.7
32.0
300
50.7
40.4
320
300
53.7
300
410 UB 59.7
360 UB 56.7
300
300
67.1
300
460 UB 82.1
74.6
300
300
82.0
300
101
530 UB 92.4
280
MPa
MPa
280
fy
fy
113
Web
Flange
Yield Stress
________________________
610 UB 125
Designation
Table 14 Universal Beams - Properties for Assessing Section Capacity
Universal Beams
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
340
340
MPa
fy
Web
1.00
1.00
1.00
1.00
1.00
0.970
1.00
1.00
1.00
0.932
0.991
1.00
0.898
0.936
0.972
0.911
0.943
0.974
0.894
0.918
0.901
0.926
0.956
0880
0.907
0.867
0.891
0.916
kf
Form Factor
C
N
C
N
N
C
N
C
C
N
C
C
C
C
C
C
C
C
C
C
C
C
C
C
N
102
135
138
157
195
180
225
316
257
N
319
392
486
462
629
729
762
897
1010
1050
1200
1480
1660
1840
2070
2370
2900
3290
3680
C
C
103mm3
Zex
AS/NZS 3679.1-350
Compactness
C
C
C
C
C
C
N
N
C
C
N
C
N
N
C
N
C
C
N
C
C
C
C
C
C
C
C
C
Compactness
19.8
26.9
28.4
32.5
40.7
34.4
59.4
68.0
86.3
61.7
90.3
116
85.7
138
163
139
168
193
172
203
230
262
292
289
342
386
451
515
103mm3
Zey
About x-axis
About y-axis
_______________________________
_______________________________
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
360
360
360
360
360
360
360
360
360
360
360
360
360
360
340
360
340
340
360
340
340
340
340
340
340
340
340
340
MPa
fy
Flange
Yield Stress
________________________
14.0
150 UB 18.0
16.1
18.1
180 UB 22.2
18.2
22.3
25.4
200 UB 29.8
25.7
31.4
250 UB 37.3
32.0
40.4
310 UB 46.2
44.7
50.7
360 UB 56.7
53.7
410 UB 59.7
67.1
74.6
460 UB 82.1
82.0
530 UB 92.4
101
113
610 UB 125
Designation
HRSSP 5th Ed. February 2010
11
97
203
100 UC 14.8
206
52.2
46.2
152
210
200 UC 59.5
23.4
254
72.9
162
260
250 UC 89.5
158
308
96.8
30.0
204
315
118
150 UC 37.2
205
321
137
99
152
153
154
203
254
256
305
307
309
311
327
310 UC 158
mm
bf
Width
7.0
6.8
9.4
11.5
11.0
12.5
14.2
14.2
17.3
15.4
18.7
21.7
25.0
mm
tf
Thickness
Flange
________________________
mm
d
Depth of
Section
kg/m
Designation
5.0
6.1
6.6
8.1
7.3
8.0
9.3
8.6
10.5
9.9
11.9
13.8
15.7
mm
tw
Web
Thickness
10.0
8.9
8.9
8.9
11.4
11.4
11.4
14.0
14.0
16.5
16.5
16.5
16.5
mm
r1
Root
Radius
83.0
139
139
139
181
181
181
225
225
277
277
277
277
mm
d1
Depth
Between
Flanges
Table 15 Universal Columns - Dimensions and Properties
Universal Columns
16.6
22.8
21.0
17.1
24.8
22.7
19.5
26.2
21.5
28.0
23.3
20.1
17.7
tw
d1
__________
6.71
10.7
7.79
6.34
8.90
7.84
6.89
8.64
7.10
9.58
7.89
6.80
5.91
2tf
(bf-tw)
__________
2
1890
2980
3860
4730
5900
6660
7620
9320
11400
12400
15000
17500
20100
mm
Ag
Gross
Area of
Cross
Section
3.18
12.6
17.6
22.2
45.9
52.8
61.3
114
143
223
277
329
388
65.6
166
223
274
451
512
584
897
1100
1450
1760
2050
2370
10 mm
3
10 mm
3
Zx
4
Ix
6
Sx
3
74.4
184
250
310
500
570
656
992
1230
1600
1960
2300
2680
10 mm
3
41.1
65.1
67.5
68.4
88.2
89.1
89.7
111
112
134
136
137
139
mm
rx
Iy
4
1.14
3.98
5.62
7.01
15.3
17.7
20.4
38.8
48.4
72.9
90.2
107
125
10 mm
6
Zy
3
22.9
52.4
73.4
91.0
151
174
199
306
378
478
588
691
807
10 mm
3
Sy
3
35.2
80.2
112
139
230
264
303
463
575
725
893
1050
1230
10 mm
3
24.5
36.6
38.1
38.5
51.0
51.5
51.7
64.5
65.2
76.7
77.5
78.2
78.9
mm
ry
About x-axis
About y-axis
__________________________________________________
__________________________________________________
J
4
34.9
50.2
109
197
228
325
477
586
1040
928
1630
2520
3810
10 mm
3
Torsion
Constant
Iw
2.30
21.1
30.8
39.6
142
166
195
557
713
1560
1980
2390
2860
10 mm6
9
Warping
Constant
100 UC 14.8
23.4
30.0
150 UC 37.2
46.2
52.2
200 UC 59.5
72.9
250 UC 89.5
96.8
118
137
310 UC 158
Designation
12
HRSSP 5th Ed. February 2010
300
320
320
320
150 UC 37.2
30.0
23.4
100 UC 14.8
320
320
320
320
320
320
320
320
320
320
300
300
®
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
C
N
C
C
N
C
C
N
C
N
C
C
C
Compactness
74.4
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
176
250
310
494
570
656
986
1230
1560
1960
2300
2680
C
N
C
C
N
C
C
N
C
N
C
C
C
34.4
73.5
110
137
223
260
299
454
567
694
882
1040
1210
3
3
10 mm
3
10 mm
3
Zey
Zex
Compactness
About x-axis
About y-axis
_______________________________
_______________________________
300PLUS *
kf
Form Factor
* 300PLUS® replaced Grade 250 as the base grade for these sections in 1994.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
300
300
52.2
300
200 UC 59.5
46.2
280
300
300
96.8
72.9
280
118
250 UC 89.5
280
137
MPa
MPa
300
fy
fy
280
Web
Flange
Yield Stress
__________________________
310 UC 158
Designation
Table 16 Universal Columns - Properties for Assessing Section Capacity
Universal Columns
360
360
360
340
340
340
340
340
340
340
340
340
340
MPa
fy
Flange
360
360
360
360
360
360
360
360
360
360
340
340
340
MPa
fy
Web
Yield Stress
___________________________
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
kf
Form Factor
3
10 mm
3
Zex
C
N
N
C
N
N
C
N
C
N
N
C
C
74.4
174
248
310
490
569
656
977
1230
1550
1950
2300
2680
AS/NZS 3679.1-350
Compactness
C
N
N
C
N
N
C
N
C
N
N
C
C
Compactness
34.4
72.3
109
137
219
260
299
448
567
684
878
1040
1210
10 mm3
3
Zey
About x-axis
About y-axis
_______________________________
_______________________________
100 UC 14.8
23.4
30.0
150 UC 37.2
46.2
52.2
200 UC 59.5
72.9
250 UC 89.5
96.8
118
137
310 UC 158
Designation
HRSSP 5th Ed. February 2010
13
125
13.1
7.20
125 TFB
100 TFB
45.0
65.0
mm
bf
Width
6.0
8.5
mm
4.0
5.0
mm
7.0
8.0
mm
r1
tw
tf
3.0
4.0
mm
r2
Toe
Radii
________________
Root
Web
Thickness
Thickness
Flange
______________________
88
108
mm
d1
Depth
Between
Flanges
320
320
1.00
1.00
1. For 300PLUS® sections the tensile strength (fu) is 430 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
3.42
3.53
2tf
(bf-tw)
_________
C
C
Compactness
34.1
80.3
103mm3
Zex
C
C
Compactness
5.30
15.6
103mm3
Zey
2
1.46
4.34
29.2
69.4
10 mm
3
10 mm
3
Zx
4
Ix
6
360
360
MPa
fy
Flange
360
360
MPa
fy
Web
Sx
3
39.9
50.9
mm
rx
1.00
1.00
kf
Form Factor
34.1
80.3
10 mm
3
Iy
4
0.0795
0.337
10 mm
6
Zy
3
3.53
10.4
10 mm
3
Sy
3
6.00
17.2
10 mm
3
9.31
14.2
mm
ry
About y-axis
__________________________________________
J
4
11.6
40.2
10 mm
3
103mm3
Zex
C
C
34.1
80.3
AS/NZS 3679.1-350
Compactness
C
C
Compactness
5.30
15.6
103mm3
Zey
Iw
0.176
1.14
10 mm6
9
100 TFB
125 TFB
Designation
100 TFB
125 TFB
Torsion Warping Designation
Constant Constant
About x-axis
About y-axis
_______________________________
_______________________________
About x-axis
__________________________________________
Yield Stress
___________________________
917
1670
mm
Ag
Gross
Area of
Cross
Section
About x-axis
About y-axis
_______________________________
_______________________________
300PLUS® *
kf
Form Factor
* 300PLUS® replaced Grade 250 as the base grade for these sections in 1997.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
320
MPa
MPa
320
fy
fy
125 TFB
Web
Flange
Yield Stress
__________________________
100 TFB
Designation
22.0
21.6
tw
d1
________
Table 18 Tapered Flange Beams - Properties for Assessing Section Capacity
100
mm
kg/m
d
Designation Mass per Depth of
metre
Section
Table 17 Tapered Flange Beams - Dimensions and Properties
Tapered Flange Beams
14
HRSSP 5th Ed. February 2010
40.1
35.5
25.1
22.9
20.9
17.7
11.9
8.33
5.92
250 PFC
230 PFC
200 PFC
180 PFC
150 PFC
125 PFC
100 PFC
75 PFC
75
100
125
150
180
200
230
250
300
380
mm
d
Depth of
Section
40
50
65
75
75
75
75
90
90
100
mm
bf
Width
17.5
6.1
6.7
7.5
9.5
11.0
12.0
12.0
15.0
16.0
3.8
4.2
4.7
6.0
6.0
6.0
6.5
8.0
8.0
10.0
mm
r1
8.0
8.0
8.0
10.0
12.0
12.0
12.0
12.0
14.0
14.0
mm
d1
62.8
86.6
110
131
158
176
206
220
268
345
mm
16.5
20.6
23.4
21.8
26.3
29.3
31.7
27.5
33.5
34.5
tw
mm
tw
Depth
Between
Flanges
tf
Root
Radius
d1
________
Web
Thickness
Thickness
Flange
___________________
5.94
6.84
8.04
7.26
6.27
5.75
5.71
5.47
5.13
5.14
tf
(bf-tw)
________
300
300
320
320
320
320
200 PFC
180 PFC
150 PFC
125 PFC
100 PFC
75 PFC
320
320
320
320
320
320
320
320
320
320
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
300PLUS *
21.4
40.3
72.8
129
182
221
271
421
564
946
®
* 300PLUS replaced Grade 250 as the base grade for these sections in 1994.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
300
300
230 PFC
300
300 PFC
250 PFC
280
10 mm
10 mm
®
6.84
12.0
22.8
38.5
44.9
46.7
45.1
88.7
82.3
115
3
MPa
3
MPa
3
Zey
3
Load A
Zex
kf
fy
3
6.84
12.0
22.8
38.5
44.8
49.1
50.4
89.0
96.6
134
10 mm
3
Zey
Load B
About y-axis
__________________________
Web
About x-axis
fy
Form Factor
Flange
Yield Stress
__________________________
380 PFC
Designation
754
1060
1520
2250
2660
2920
3200
4520
5110
7030
mm2
Ag
13.7
16.7
21.8
24.9
24.5
24.4
22.6
28.6
27.2
27.5
mm
XL
Ix
Zx
152
0.683
1.74
3.97
8.34
14.1
19.1
26.8
45.1
72.4
798
18.2
34.7
63.5
111
157
191
233
361
483
360
360
360
360
360
360
360
360
360
360
MPa
fy
Web
946
30.1
40.4
51.1
60.8
72.9
80.9
91.4
99.9
119
147
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
kf
Form Factor
21.4
40.3
73.0
129
182
221
271
421
564
rx
mm
ZyR
ZyL
Sy
89.4
4.56
8.01
15.2
25.7
29.9
32.7
33.6
59.3
64.4
3
8.71
16.0
30.2
51.6
61.5
67.8
77.8
127
148
236
21.4
40.3
72.0
129
182
221
271
421
564
946
AS/NZS 3679.1-350
10 mm
3
Zex
About x-axis
0.120
0.267
0.658
1.29
1.51
1.65
1.76
3.64
4.04
6.48
ry
12.6
15.9
20.8
23.9
23.8
23.8
23.5
28.4
28.1
30.4
mm
3
6.84
12.0
22.5
38.5
44.1
44.5
42.6
84.9
77.2
104
10 mm
3
Zey
Load A
Load B
8.13
13.2
23.1
54.9
81.4
6.84
12.0
22.8
38.5
44.8
49.1
50.4
89.0
96.6
134
10 mm3
Zey
Load B
3
101
108
238
290
472
103mm4
J
380 PFC
75 PFC
100 PFC
125 PFC
150 PFC
180 PFC
200 PFC
230 PFC
250 PFC
300 PFC
75 PFC
100 PFC
125 PFC
150 PFC
180 PFC
200 PFC
230 PFC
250 PFC
300 PFC
380 PFC
Designation
0.106
0.424
1.64
4.59
7.82
10.6
15.0
35.9
58.2
151
109mm6
Iw
Torsion Warping Designation
Constant Constant
About y-axis
__________________________
8.20
14.4
27.2
46.0
53.8
58.9
61.0
107
117
161
106mm4 103mm3 103mm3 103mm3
Iy
About y-axis
________________________________________
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
Notes
360
360
360
360
340
340
340
340
340
340
MPa
fy
Flange
Sx
106mm4 103mm3 103mm3
Yield Stress
___________________________
27.2
33.9
45.0
51.0
50.3
50.5
46.7
58.5
56.1
56.7
mm
XO
Gross Coordinate Coordinate ____________________________________
About x-axis
Area of
of
of Shear
Cross
Centroid
Centre
Section
Table 20 Parallel Flange Channels - Properties for Assessing Section Capacity
55.2
380 PFC
kg/m
Mass
per
metre
300 PFC
Designation
Table 19 Parallel Flange Channels - Dimensions and Properties
Parallel Flange Channels
Load A
HRSSP 5th Ed. February 2010
15
299
230
110
78.8
200 UBP 122
220
306
311
316
mm
bf
Width
25.0
11.1
15.4
20.6
mm
tf
Thickness
Flange
________________________
25.0
11.1
15.3
20.5
mm
tw
Web
Thickness
11.4
16.5
16.5
16.5
mm
r1
Root
Radius
180
277
277
277
mm
d1
Depth
Between
Flanges
7.20
24.9
18.1
13.5
tw
d1
__________
3.90
13.3
9.57
7.14
2tf
(bf-tw)
__________
280
200 UBP 122
280
300
1.00
1.00
1.00
1.00
19000
15600
10100
14000
C
N
N
C
Compactness
1340
1130
1680
2370
103mm3
Zex
C
N
N
C
Compactness
609
460
718
1040
129
165
236
330
10 mm
3
10 mm
3
1340
1220
1720
2370
10 mm
Sx
3
340
340
340
340
MPa
fy
Flange
340
340
340
340
MPa
fy
Web
Yield Stress
___________________________
1120
1100
1530
2080
3
Zx
4
Ix
6
1.00
1.00
1.00
1.00
kf
Form Factor
91.0
128
130
132
mm
rx
Iy
4
3
406
347
494
691
10 mm
Zy
3
3
635
530
759
1070
10 mm
Sy
3
53.5
72.5
73.9
75.8
mm
ry
J
4
3540
484
1240
2970
10 mm
3
Torsion
Constant
103mm3
Zex
C
N
N
C
1340
1110
1660
2370
AS/NZS 3679.1-350
Compactness
C
N
N
C
Compactness
609
450
708
1040
103mm3
Zey
Iw
469
1100
1640
2410
10 mm6
9
200 UBP 122
78.8
110
310 UBP 149
Designation
200 UBP 122
78.8
110
310 UBP 149
Designation
Warping
Constant
About x-axis
About y-axis
_______________________________
_______________________________
44.6
53.1
76.6
109
10 mm
6
About x-axis
About y-axis
__________________________________________________
__________________________________________________
103mm3
Zey
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
3. C: Compact Section; N: Non-compact Section; S: Slender Section.
4. These sections are generally not stocked and are available for project orders only subject to enquiry from your nearest OneSteel Sales Office.
Notes
®
2
mm
Ag
Gross
Area of
Cross
Section
About x-axis
About y-axis
_______________________________
_______________________________
300PLUS® *
kf
Form Factor
* 300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
300
78.8
300
280
MPa
280
MPa
fy
300
fy
110
Web
Flange
Yield Stress
__________________________
310 UBP 149
Designation
Table 22 Universal Bearing Piles - Properties for Assessing Section Capacity
318
308
310 UBP 149
mm
d
Depth of
Section
kg/m
Designation
Table 21 Universal Bearing Piles - Dimensions and Properties
Universal Bearing Piles (refer Note 4)
16
HRSSP 5th Ed. February 2010
kg/m
76.8
60.1
54.4
48.7
40.0
42.1
35.4
27.3
21.9
29.1
22.5
18.0
14.9
17.7
14.2
11.8
9.16
12.7
10.6
8.22
10.5
8.73
6.81
5.27
9.02
7.51
5.87
4.56
4.93
3.84
5.68
4.46
3.48
2.31
3.97
3.10
2.06
3.50
2.73
1.83
2.56
2.01
1.35
2.08
1.65
1.12
mm mm mm
200 x 200 x 26 EA
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
16 EA
12 EA
10 EA
125 x 125 x 16 EA
12 EA
10 EA
8 EA
100 x 100 x 12 EA
10 EA
8 EA
6 EA
90 x 90 x 10 EA
8 EA
6 EA
75 x 75 x 10 EA
8 EA
6 EA
5 EA
65 x 65 x 10 EA
8 EA
6 EA
5 EA
55 x 55 x 6 EA
5 EA
50 x 50 x 8 EA
6 EA
5 EA
3 EA
45 x 45 x 6 EA
5 EA
3 EA
40 x 40 x 6 EA
5 EA
3 EA
30 x 30 x 6 EA
5 EA
3 EA
25 x 25 x 6 EA
5 EA
3 EA
b1 x b1
26.0
20.0
18.0
16.0
13.0
19.0
15.8
12.0
9.5
15.8
12.0
9.5
7.8
12.0
9.5
7.8
6.0
9.5
7.8
6.0
9.5
7.8
6.0
4.6
9.5
7.8
6.0
4.6
6.0
4.6
7.8
6.0
4.6
3.0
6.0
4.6
3.0
6.0
4.6
3.0
6.0
4.6
3.0
6.0
4.6
3.0
mm
t
Designation Nominal Mass per Actual
Thickness metre Thickness
Leg-size
18.0
18.0
18.0
18.0
18.0
13.0
13.0
13.0
13.0
10.0
10.0
10.0
10.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
mm
r1
Root
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
mm
r2
Toe
Radii
___________________
6.69
9.00
10.1
11.5
14.4
6.89
8.49
11.5
14.8
6.91
9.42
12.2
15.0
7.33
9.53
11.8
15.7
8.47
10.5
14.0
6.89
8.62
11.5
15.3
5.84
7.33
9.83
13.1
8.17
11.0
5.41
7.33
9.87
15.7
6.50
8.78
14.0
5.67
7.70
12.3
4.00
5.52
9.00
3.17
4.43
7.33
t
(b1-t)
________
9780
7660
6930
6200
5090
5360
4520
3480
2790
3710
2870
2300
1900
2260
1810
1500
1170
1620
1350
1050
1340
1110
867
672
1150
957
748
581
628
489
723
568
443
295
506
394
263
446
348
233
326
256
173
266
210
143
mm2
Gross
Area of
Cross
Section
Ag
59.3
57.0
56.2
55.4
54.2
44.2
43.0
41.5
40.5
36.8
35.4
34.4
33.7
29.2
28.2
27.5
26.8
25.7
25.0
24.3
22.0
21.3
20.5
19.9
19.6
19.0
18.3
17.7
15.8
15.2
15.2
14.5
13.9
13.2
13.3
12.7
12.0
12.0
11.5
10.8
9.53
8.99
8.30
8.28
7.75
7.07
mm
pB
n L=
141
143
144
145
146
106
107
108
109
88.2
89.6
90.6
91.3
70.8
71.8
72.5
73.2
64.3
65.0
65.7
53.0
53.7
54.5
55.1
45.4
46.0
46.7
47.3
39.2
39.8
34.8
35.5
36.1
36.8
31.7
32.3
33.0
28.0
28.5
29.2
20.5
21.0
21.7
16.7
17.3
17.9
mm
pT
nR=
Coordinate of Centroid
________________________
Table 23 Equal Angles - x-axis and y-axis - Dimensions and Properties
Equal Angles
Ix
4
56.8
45.7
41.7
37.6
31.2
17.6
15.1
11.9
9.61
8.43
6.69
5.44
4.55
3.29
2.70
2.27
1.78
1.93
1.63
1.28
1.08
0.913
0.722
0.563
0.691
0.589
0.471
0.371
0.278
0.220
0.253
0.205
0.163
0.110
0.146
0.117
0.0790
0.0997
0.0801
0.0545
0.0387
0.0316
0.0218
0.0210
0.0173
0.0121
10 mm
6
141
141
141
141
141
106
106
106
106
88.4
88.4
88.4
88.4
70.7
70.7
70.7
70.7
63.6
63.6
63.6
53.0
53.0
53.0
53.0
46.0
46.0
46.0
46.0
38.9
38.9
35.4
35.4
35.4
35.4
31.8
31.8
31.8
28.3
28.3
28.3
21.2
21.2
21.2
17.7
17.7
17.7
mm
y4
y1=
3
402
323
295
266
221
166
142
112
90.6
95.4
75.7
61.6
51.5
46.6
38.2
32.0
25.2
30.4
25.6
20.1
20.4
17.2
13.6
10.6
15.0
12.8
10.2
8.08
7.14
5.66
7.16
5.79
4.61
3.11
4.59
3.66
2.48
3.53
2.83
1.93
1.83
1.49
1.03
1.19
0.980
0.685
10 mm
3
Zx4
Zx1=
3
643
511
464
417
344
265
225
175
141
153
120
96.5
80.2
74.5
60.4
50.3
39.3
48.3
40.4
31.6
32.8
27.5
21.6
16.7
24.3
20.5
16.2
12.7
11.4
8.93
11.7
9.30
7.32
4.90
7.41
5.84
3.92
5.75
4.55
3.06
3.06
2.45
1.67
2.03
1.65
1.13
10 mm
3
Sx
76.2
77.2
77.6
77.9
78.3
57.2
57.8
58.4
58.7
47.7
48.3
48.7
48.9
38.2
38.6
38.8
39.1
34.5
34.8
35.0
28.4
28.7
28.9
29.0
24.5
24.8
25.1
25.3
21.0
21.2
18.7
19.0
19.2
19.3
17.0
17.2
17.3
15.0
15.2
15.3
10.9
11.1
11.2
8.89
9.07
9.22
mm
rx
About x-axis
__________________________________________
Iy
4
14.9
11.8
10.8
9.72
8.08
4.60
3.91
3.06
2.48
2.20
1.73
1.40
1.17
0.857
0.695
0.582
0.458
0.500
0.419
0.330
0.282
0.237
0.187
0.147
0.183
0.154
0.122
0.0959
0.0723
0.0571
0.0675
0.0536
0.0424
0.0289
0.0383
0.0303
0.0206
0.0265
0.0209
0.0142
0.0107
0.00839
0.00573
0.00600
0.00469
0.00319
10 mm
6
73.9
72.9
72.6
72.3
71.9
54.9
54.3
53.7
53.4
45.4
44.7
44.4
44.2
35.8
35.4
35.2
35.0
31.9
31.7
31.5
26.6
26.4
26.2
26.1
23.7
23.4
23.1
23.0
19.6
19.4
18.1
17.8
17.6
17.6
16.0
15.8
15.7
14.3
14.0
13.9
10.7
10.5
10.3
8.97
8.73
8.56
mm
x3
3
202
162
149
135
112
83.8
71.9
56.9
46.4
48.5
38.6
31.5
26.5
23.9
19.6
16.5
13.1
15.7
13.2
10.5
10.6
8.99
7.15
5.62
7.71
6.56
5.26
4.18
3.69
2.94
3.73
3.01
2.40
1.65
2.39
1.91
1.31
1.86
1.49
1.02
0.993
0.799
0.554
0.669
0.537
0.373
10 mm
3
Zy3
83.8
80.6
79.5
78.4
76.6
62.6
60.8
58.7
57.3
52.1
50.1
48.7
47.7
41.3
39.9
38.9
37.9
36.4
35.4
34.3
31.1
30.1
29.0
28.1
27.7
26.8
25.8
25.0
22.3
21.5
21.5
20.5
19.7
18.7
18.8
18.0
17.0
17.0
16.2
15.3
13.5
12.7
11.7
11.7
11.0
9.99
mm
x5
3
178
147
136
124
105
73.5
64.2
52.1
43.3
42.3
34.5
28.8
24.5
20.8
17.4
14.9
12.1
13.8
11.8
9.62
9.09
7.87
6.44
5.22
6.60
5.73
4.71
3.83
3.24
2.66
3.14
2.61
2.15
1.55
2.04
1.68
1.21
1.55
1.29
0.930
0.790
0.660
0.488
0.513
0.428
0.319
10 mm
3
Zy5
3
329
260
236
212
176
135
115
89.3
72.0
77.8
60.8
49.0
40.8
37.9
30.7
25.6
20.0
24.6
20.5
16.1
16.8
14.0
11.0
8.61
12.5
10.5
8.25
6.46
5.82
4.57
6.00
4.76
3.75
2.53
3.79
2.99
2.02
2.95
2.33
1.58
1.59
1.26
0.862
1.07
0.849
0.583
10 mm
3
Sy
39.0
39.3
39.4
39.6
39.8
29.3
29.4
29.6
29.8
24.4
24.5
24.7
24.8
19.5
19.6
19.7
19.8
17.6
17.6
17.8
14.5
14.6
14.7
14.8
12.6
12.7
12.8
12.9
10.7
10.8
9.66
9.71
9.78
9.90
8.71
8.76
8.85
7.71
7.75
7.82
5.72
5.72
5.76
4.75
4.72
4.73
mm
ry
About y-axis
___________________________________________________________________
J
2250
1060
778
554
304
657
386
174
88.9
313
141
71.9
40.6
110
56.2
31.7
14.8
50.5
28.6
13.4
41.9
23.8
11.2
5.28
35.1
20.0
9.37
4.36
7.93
3.71
15.2
7.21
3.38
1.01
6.32
2.96
0.875
5.60
2.63
0.785
4.16
1.98
0.605
3.44
1.66
0.515
10 mm4
3
Torsion
Constant
200 x 200 x 26 EA
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
16 EA
12 EA
10 EA
125 x 125 x 16 EA
12 EA
10 EA
8 EA
100 x 100 x 12 EA
10 EA
8 EA
6 EA
90 x 90 x 10 EA
8 EA
6 EA
75 x 75 x 10 EA
8 EA
6 EA
5 EA
65 x 65 x 10 EA
8 EA
6 EA
5 EA
55 x 55 x 6 EA
5 EA
50 x 50 x 8 EA
6 EA
5 EA
3 EA
45 x 45 x 6 EA
5 EA
3 EA
40 x 40 x 6 EA
5 EA
3 EA
30 x 30 x 6 EA
5 EA
3 EA
25 x 25 x 6 EA
5 EA
3 EA
Designation
HRSSP 5th Ed. February 2010
17
300PLUS® *
kf
fy
MPa
Form Factor
Yield Stress
103mm3
Zex
Load A or C
About x-axis
200 x 200 x 26 EA
280
1.00
602
20 EA
280
1.00
479
18 EA
280
1.00
427
16 EA
300
1.00
369
13 EA
300
1.00
285
150 x 150 x 19 EA
280
1.00
248
16 EA
300
1.00
212
12 EA
300
1.00
155
10 EA
320
0.958
114
125 x 125 x 16 EA
300
1.00
143
12 EA
300
1.00
110
10 EA
320
1.00
83.2
8 EA
320
0.943
64.3
100 x 100 x 12 EA
300
1.00
69.9
10 EA
320
1.00
55.1
8 EA
320
1.00
43.7
6 EA
320
0.906
30.9
90 x 90 x 10 EA
320
1.00
45.0
8 EA
320
1.00
36.0
6 EA
320
1.00
25.9
75 x 75 x 10 EA
320
1.00
30.5
8 EA
320
1.00
25.4
6 EA
320
1.00
18.7
5 EA
320
0.927
13.2
65 x 65 x 10 EA
320
1.00
22.5
8 EA
320
1.00
19.2
6 EA
320
1.00
14.7
5 EA
320
1.00
10.6
55 x 55 x 6 EA
320
1.00
10.7
5 EA
320
1.00
7.88
50 x 50 x 8 EA
320
1.00
10.7
6 EA
320
1.00
8.69
5 EA
320
1.00
6.60
3 EA
320
0.907
3.82
45 x 45 x 6 EA
320
1.00
6.88
5 EA
320
1.00
5.39
3 EA
320
1.00
3.19
40 x 40 x 6 EA
320
1.00
5.29
5 EA
320
1.00
4.25
3 EA
320
1.00
2.59
30 x 30 x 6 EA
320
1.00
2.74
5 EA
320
1.00
2.23
3 EA
320
1.00
1.50
25 x 25 x 6 EA
320
1.00
1.78
5 EA
320
1.00
1.47
3 EA
320
1.00
1.03
* 300PLUS® replaced Grade 250 as the base grade for 125 x 125 x 8 equal angles and larger in 1994.
300PLUS® replaced Grade 250 as the base grade for 100 x 100 x 12 equal angles and smaller in 1997.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
mm mm mm
Designation
267
218
196
172
136
110
95.7
72.3
54.5
63.4
50.3
38.9
30.7
31.1
25.2
20.4
14.8
20.4
16.7
12.4
13.6
11.6
8.85
6.47
9.90
8.59
6.76
5.05
4.84
3.70
4.71
3.92
3.08
1.90
3.06
2.47
1.55
2.33
1.93
1.25
1.19
0.990
0.714
0.769
0.642
0.479
103mm3
Zey
267
220
204
186
158
110
96.3
78.1
64.9
63.4
51.7
43.1
36.8
31.1
26.1
22.4
18.1
20.6
17.8
14.4
13.6
11.8
9.66
7.82
9.90
8.59
7.07
5.75
4.86
3.98
4.71
3.92
3.22
2.32
3.06
2.52
1.81
2.33
1.93
1.40
1.19
0.990
0.732
0.769
0.642
0.479
103mm3
Zey
About y-axis
_________________________
Load B
Load D
Table 24 Equal Angles - x-axis and y-axis - Properties for Assessing Section Capacity
Equal Angles
1.00
1.00
1.00
1.00
0.956
1.00
1.00
1.00
0.906
1.00
1.00
1.00
0.892
1.00
1.00
1.00
0.856
1.00
1.00
0.954
1.00
1.00
1.00
0.876
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.858
1.00
1.00
0.954
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
kf
Form Factor
602
469
417
362
278
248
209
152
111
143
109
81.6
62.7
69.9
54.4
42.9
30.0
44.5
35.4
25.3
30.5
25.1
18.4
12.8
22.5
19.2
14.5
10.4
10.5
7.75
10.7
8.69
6.50
3.71
6.88
5.32
3.12
5.29
4.22
2.54
2.74
2.23
1.48
1.78
1.47
1.03
103mm3
Zex
Load A or C
About x-axis
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
Notes
340
340
340
340
340
340
340
340
360
340
340
360
360
340
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
MPa
fy
Yield Stress
267
214
192
169
132
110
94.5
70.9
53.1
63.4
49.6
38.1
29.9
31.1
24.8
20.0
14.4
20.1
16.4
12.1
13.6
11.5
8.70
6.30
9.90
8.59
6.66
4.94
4.78
3.64
4.71
3.92
3.03
1.85
3.06
2.44
1.52
2.33
1.92
1.23
1.19
0.990
0.705
0.769
0.642
0.479
267
220
204
186
158
110
96.3
78.1
64.9
63.4
51.7
43.1
36.8
31.1
26.1
22.4
18.1
20.6
17.8
14.4
13.6
11.8
9.66
7.82
9.90
8.59
7.07
5.75
4.86
3.98
4.71
3.92
3.22
2.32
3.06
2.52
1.81
2.33
1.93
1.40
1.19
0.990
0.732
0.769
0.642
0.479
Zey
103mm3
103mm3
AS/NZS 3679.1-350
Zey
About y-axis
_________________________
Load B
Load D
200 x 200 x 26 EA
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
16 EA
12 EA
10 EA
125 x 125 x 16 EA
12 EA
10 EA
8 EA
100 x 100 x 12 EA
10 EA
8 EA
6 EA
90 x 90 x 10 EA
8 EA
6 EA
75 x 75 x 10 EA
8 EA
6 EA
5 EA
65 x 65 x 10 EA
8 EA
6 EA
5 EA
55 x 55 x 6 EA
5 EA
50 x 50 x 8 EA
6 EA
5 EA
3 EA
45 x 45 x 6 EA
5 EA
3 EA
40 x 40 x 6 EA
5 EA
3 EA
30 x 30 x 6 EA
5 EA
3 EA
25 x 25 x 6 EA
5 EA
3 EA
Designation
18
HRSSP 5th Ed. February 2010
200 x 200 x 26 EA
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
16 EA
12 EA
10 EA
125 x 125 x 16 EA
12 EA
10 EA
8 EA
100 x 100 x 12 EA
10 EA
8 EA
6 EA
90 x 90 x 10 EA
8 EA
6 EA
75 x 75 x 10 EA
8 EA
6 EA
5 EA
65 x 65 x 10 EA
8 EA
6 EA
5 EA
55 x 55 x 6 EA
5 EA
50 x 50 x 8 EA
6 EA
5 EA
3 EA
45 x 45 x 6 EA
5 EA
3 EA
40 x 40 x 6 EA
5 EA
3 EA
30 x 30 x 6 EA
5 EA
3 EA
25 x 25 x 6 EA
5 EA
3 EA
mm mm mm
Designation
35.8
28.8
26.3
23.7
19.7
11.1
9.48
7.46
6.04
5.32
4.21
3.42
2.86
2.08
1.70
1.42
1.12
1.22
1.02
0.805
0.681
0.575
0.455
0.355
0.437
0.371
0.296
0.234
0.175
0.139
0.160
0.129
0.103
0.0694
0.0922
0.0734
0.0498
0.0631
0.0505
0.0344
0.0247
0.0200
0.0138
0.0135
0.0110
0.00765
59.3
57.0
56.2
55.4
54.2
44.2
43.0
41.5
40.5
36.8
35.4
34.4
33.7
29.2
28.2
27.5
26.8
25.7
25.0
24.3
22.0
21.3
20.5
19.9
19.6
19.0
18.3
17.7
15.8
15.2
15.2
14.5
13.9
13.2
13.3
12.7
12.0
12.0
11.5
10.8
9.53
8.99
8.30
8.28
7.75
7.07
mm
10 mm
4
nL=pB
6
In=Ip
605
505
467
427
363
250
220
180
149
144
119
99.4
84.9
71.1
60.1
51.7
41.8
47.3
40.9
33.2
31.0
27.0
22.1
17.9
22.3
19.6
16.2
13.2
11.1
9.12
10.5
8.90
7.36
5.25
6.93
5.76
4.14
5.24
4.39
3.19
2.59
2.22
1.66
1.63
1.42
1.08
3
10 mm
3
ZnB=ZpL
141
143
144
145
146
106
107
108
109
88.2
89.6
90.6
91.3
70.8
71.8
72.5
73.2
64.3
65.0
65.7
53.0
53.7
54.5
55.1
45.4
46.0
46.7
47.3
39.2
39.8
34.8
35.5
36.1
36.8
31.7
32.3
33.0
28.0
28.5
29.2
20.5
21.0
21.7
16.7
17.3
17.9
mm
nR=pT
255
201
183
164
135
105
88.7
68.8
55.2
60.3
47.0
37.8
31.3
29.3
23.6
19.6
15.3
18.9
15.7
12.3
12.8
10.7
8.35
6.44
9.62
8.07
6.34
4.94
4.46
3.48
4.61
3.64
2.85
1.89
2.91
2.28
1.51
2.26
1.77
1.18
1.21
0.951
0.635
0.807
0.638
0.426
3
10 mm
3
ZnT=ZpR
3
460
363
330
296
243
189
160
124
99.9
109
85.0
68.4
56.8
53.2
42.9
35.7
27.8
34.4
28.7
22.4
23.4
19.6
15.3
11.8
17.4
14.6
11.5
8.97
8.11
6.34
8.38
6.63
5.19
3.46
5.30
4.16
2.77
4.12
3.24
2.17
2.22
1.76
1.18
1.49
1.19
0.802
10 mm
3
Sn=Sp
60.5
61.3
61.5
61.8
62.2
45.4
45.8
46.3
46.6
37.9
38.3
38.6
38.8
30.3
30.6
30.8
31.0
27.4
27.6
27.7
22.6
22.7
22.9
23.0
19.5
19.7
19.9
20.1
16.7
16.8
14.9
15.1
15.2
15.3
13.5
13.6
13.8
11.9
12.0
12.2
8.71
8.83
8.93
7.13
7.23
7.33
mm
rn=rp
About n-axis and p-axis
____________________________________________________________________________________________________________________________________________________
Table 25 Equal Angles - n-axis and p-axis - Properties
Equal Angles
-20.9
-16.9
-15.5
-14.0
-11.6
-6.48
-5.58
-4.40
-3.56
-3.11
-2.48
-2.02
-1.69
-1.22
-1.00
-0.842
-0.661
-0.716
-0.604
-0.475
-0.399
-0.338
-0.268
-0.208
-0.254
-0.218
-0.175
-0.138
-0.103
-0.0814
-0.0928
-0.0756
-0.0602
-0.0405
-0.0538
-0.0432
-0.0292
-0.0366
-0.0296
-0.0201
-0.0140
-0.0116
-0.00804
-0.00750
-0.00632
-0.00446
10 mm4
6
Inp
Product of 2nd
Moment of Area
200 x 200 x 26 EA
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
16 EA
12 EA
10 EA
125 x 125 x 16 EA
12 EA
10 EA
8 EA
100 x 100 x 12 EA
10 EA
8 EA
6 EA
90 x 90 x 10 EA
8 EA
6 EA
75 x 75 x 10 EA
8 EA
6 EA
5 EA
65 x 65 x 10 EA
8 EA
6 EA
5 EA
55 x 55 x 6 EA
5 EA
50 x 50 x 8 EA
6 EA
5 EA
3 EA
45 x 45 x 6 EA
5 EA
3 EA
40 x 40 x 6 EA
5 EA
3 EA
30 x 30 x 6 EA
5 EA
3 EA
25 x 25 x 6 EA
5 EA
3 EA
Designation
HRSSP 5th Ed. February 2010
19
14.3
17.7
14.2
11.8
9.16
12.4
8 UA
125 x 75 x 12 UA
10 UA
8 UA
6 UA
100 x 75 x 10 UA
5.66
4.40
6.59
5.16
4.02
6 UA
5 UA
65 x 50 x 8 UA
6 UA
5 UA
7.23
17.3
75 x 50 x 8 UA
21.6
12 UA
10 UA
10.3
27.9
150 x 90 x 16 UA
7.98
18.0
10 UA
6 UA
22.5
150 x 100 x 12 UA
8 UA
mm
kg/m
mm mm mm
4.6
6.0
7.8
4.6
6.0
7.8
6.0
7.8
9.5
6.0
7.8
9.5
12.0
7.8
9.5
12.0
15.8
9.5
12.0
t
b1 x b2
r2
6.0
6.0
6.0
7.0
7.0
7.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
10.0
10.0
10.0
10.0
10.0
10.0
t
2
mm
Ag
11.5 7.33 2870
t
11.5 6.50 2750
1820
1810
11.5
11.5 7.33
3.0
13.1 9.87
3.0 9.83 7.33
3.0 7.33 5.41
3.0 15.3 9.87
3.0
3.0 8.62 5.41
11.5
11.8 8.62
5.0 15.7
5.0
5.0 9.53 6.89
5.0 19.8
512
658
840
560
721
921
1020
1310
1580
1170
5.0 15.0 8.62 1500
5.0 12.2 6.89
5.0 9.42 5.25 2260
5.0 18.2 10.5
5.0 14.8 8.47 2200
5.0
5.0 8.49 4.70 3550
5.0 14.8 9.53 2300
5.0
mm mm
r1
nL
6
Ix
4
49.1 24.3
21.2
17.5
17.9
18.7
1.25
1.59
1.89
2.10
2.68
3.20
3.91
4.73
5.66
6.97
8.80
6.11
7.51
12.1 0.468
0.267
12.9 0.338
19.8 12.4
20.4
0.421
11.5 0.370
21.1 13.6
23.8
24.4
25.2 12.8 0.586
30.3
31.1
31.8 19.4
40.7 16.0
41.5 16.8
42.3
43.3 18.4
49.2 19.6
50.0 20.2
51.0
52.5 22.7
48.1 23.3
45.4
45.2
44.9
51.5
51.2
50.8
69.7
69.4
69.2
84.7
84.2
83.8
83.2
101
101
100
99.5
103
102
mm
y1
3
5.89
7.48
9.37
7.17
9.15
11.5
17.9
22.9
27.3
24.8
31.8
38.2
47.0
46.7
56.1
69.4
88.4
59.5
73.5
10 mm
3
Zx1
35.9
36.1
36.3
37.2
37.5
37.8
54.0
54.3
54.5
58.5
58.9
59.3
59.7
70.3
70.7
71.3
71.9
74.9
75.3
mm
y4
3
7.43
9.35
11.6
9.93
12.5
15.5
23.1
29.2
34.6
36.0
45.5
53.9
65.5
67.3
80.1
97.8
122
81.5
99.7
10 mm
3
Zx4
10.9
11.2
11.6
17.2
17.6
18.0
17.9
18.2
18.6
32.8
33.3
33.9
34.6
39.5
40.1
40.8
41.9
34.6
35.2
mm
y5
3
Sx
24.5
30.2
36.4
21.5
26.7
32.5
70.0
87.0
101
64.1
80.4
94.4
113
120
141
171
210
177
213
9.92
12.7
16.1
12.3
15.8
20.0
30.1
38.7
46.5
42.4
54.6
65.8
81.4
80.1
96.6
120
154
102
127
3
3
10 mm 10 mm
3
Zx5
rx
6
Iy
4
51.2
22.8
22.7
22.4
25.7
25.5
25.2
35.1
34.8
34.6
42.5
42.2
42.0
41.6
51.0
50.7
50.4
49.8
51.6
1.35
0.0587
0.0743
0.0936
0.0666
0.0842
0.106
0.265
0.337
0.401
0.315
0.399
0.476
0.585
0.710
0.847
1.04
1.32
1.09
14.8
15.1
15.6
13.2
13.6
14.2
21.4
21.8
22.3
18.0
18.6
19.2
19.9
22.1
22.6
23.4
24.6
26.9
27.6
mm
x2
3
3.97
4.91
6.00
5.03
6.17
7.46
12.4
15.4
18.0
17.5
21.5
24.9
29.3
32.2
37.4
44.5
53.8
40.7
48.8
10 mm
3
Zy2
23.9
23.9
23.9
26.6
26.5
26.4
36.5
36.4
36.4
42.1
41.8
41.6
41.4
50.6
50.4
50.1
49.9
53.0
52.9
mm
x3
3
2.46
3.11
3.91
2.50
3.18
4.01
7.27
9.26
11.0
7.47
9.55
11.4
14.1
14.0
16.8
20.8
26.5
20.6
25.5
10 mm
3
Zy3
20.6
21.4
22.3
20.1
20.8
21.7
30.3
31.3
32.2
29.0
29.9
30.7
31.9
35.2
36.1
37.2
38.9
40.7
42.0
mm
x5
3
Sy
32.1
2.85
3.48
4.20
3.32
4.04
4.88
8.75
10.7
12.5
10.8
13.3
15.5
18.4
20.2
23.5
28.0
34.0
26.9
4.66
5.93
7.49
5.09
6.48
8.19
13.9
17.8
21.2
15.7
20.1
24.1
29.7
29.5
35.4
43.8
55.9
41.8
51.7
3
3
10 mm 10 mm
3
Zy5
10.7
10.6
10.6
10.9
10.8
10.7
16.2
16.0
16.0
16.4
16.3
16.2
16.1
19.7
19.6
19.5
19.3
21.8
21.7
mm
ry
About y-axis
______________________________________________________________________
mm 10 mm
About x-axis
___________________________________________________________________
mm mm 10 mm
pB
Designation Nominal Mass Actual __________
Radii
Gross Coordinate
Thickness per Thickness
Area of of
Centroid
___________
metre
Cross
Leg-size
Root Toe (b1-t) (b2-t) Section
_____ _____
Table 26 Unequal Angles - x-axis and y-axis - Dimensions and Properties
Unequal Angles
10 UA
12 UA
3.87
8.29
17.6
4.32
9.21
19.5
13.0
27.8
49.1
14.8
6 UA
8 UA
10 UA
0.577
0.575
0.570
0.437
0.435
0.430
0.551
0.549
5 UA
6 UA
65 x 50 x 8 UA
5 UA
6 UA
75 x 50 x 8 UA
6 UA
8 UA
0.546 100 x 75 x 10 UA
0.364
0.363
0.360
31.7
56.2
8 UA
10 UA
0.356 125 x 75 x 12 UA
0.364
0.363
0.360
0.353 150 x 90 x 16 UA
0.441
0.438 150 x 100 x 12 UA
110
39.0
69.0
136
300
71.9
141
10 mm4
3
J
Torsion Tan Designation
Constant Alpha
20
HRSSP 5th Ed. February 2010
320
320
320
320
320
320
320
320
320
320
320
8 UA
6 UA
100 x 75 x 10 UA
8 UA
6 UA
75 x 50 x 8 UA
6 UA
5 UA
65 x 50 x 8 UA
6 UA
5 UA
1.00
1.00
1.00
1.00
0.956
1.00
1.00
0.946
1.00
1.00
0.824
0.964
1.00
1.00
0.863
0.973
1.00
1.00
0.975
102
7.76
10.7
14.1
8.89
12.6
17.0
22.0
31.2
39.4
26.8
39.8
51.6
68.6
53.1
70.6
96.3
132
74.8
Zex
7.92
11.2
14.1
9.65
13.7
17.3
21.8
33.1
40.9
30.1
46.0
57.2
70.5
60.3
81.8
104
133
81.7
110
103mm3
1. For 300PLUS® sections the tensile strength (fu) is 440 MPa.
2. For Grade 350 sections the tensile strength (fu) is 480 MPa.
Notes
®
* 300PLUS replaced Grade 250 as the base grade for 150 x 90 x 8 unequal angles and larger in 1994.
300PLUS® replaced Grade 250 as the base grade for 125 x 75 x 12 unequal angles and smaller in 1997.
300PLUS® hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300.
320
10 UA
320
320
300
12 UA
10 UA
300
300
150 x 90 x 16 UA
8 UA
320
125 x 75 x 12 UA
300
10 UA
Zex
About x-axis
_________________________
Load A
Load C
103mm3
300PLUS® *
kf
fy
MPa
Form Factor
Yield Stress
150 x 100 x 12 UA
mm mm mm
Designation
3.23
4.46
5.86
3.10
4.37
5.93
8.93
12.6
15.9
8.07
11.9
15.5
20.6
15.9
21.2
28.8
39.5
26.0
35.3
103mm3
Zey
3.68
4.67
5.86
3.75
4.77
6.02
10.9
13.9
16.6
11.2
14.3
17.2
21.2
21.0
25.2
31.1
39.8
30.9
38.2
103mm3
Zey
About y-axis
_________________________
Load B
Load D
Table 27 Unequal Angles - x-axis and y-axis - Properties for Assessing Section Capacity
Unequal Angles
360
360
360
360
360
360
360
360
360
360
360
360
340
360
360
340
340
360
340
MPa
fy
Yield Stress
1.00
1.00
1.00
0.926
1.00
1.00
0.917
1.00
1.00
0.799
0.931
1.00
1.00
0.836
0.940
1.00
1.00
0.943
1.00
kf
Form Factor
7.59
10.6
14.1
8.66
12.4
16.8
21.4
30.6
38.8
25.8
38.8
50.6
67.6
51.2
68.8
94.6
130
73.0
100
103mm3
Zex
Zey
110
7.64
11.2
14.1
9.30
13.7
17.3
20.7
32.1
40.9
28.7
44.7
57.2
70.5
57.9
79.5
104
133
78.9
34.7
3.17
4.40
5.86
3.02
4.30
5.85
8.68
12.4
15.7
7.75
11.6
15.2
20.3
15.4
20.6
28.3
39.0
25.3
3.68
4.67
5.86
3.75
4.77
6.02
10.9
13.9
16.6
11.2
14.3
17.2
21.2
21.0
25.2
31.1
39.8
30.9
38.2
103mm3
Zey
About y-axis
_________________________
Load B
Load D
103mm3
103mm3
AS/NZS 3679.1-350
Zex
About x-axis
_________________________
Load A
Load C
5 UA
6 UA
65 x 50 x 8 UA
5 UA
6 UA
75 x 50 x 8 UA
6 UA
8 UA
100 x 75 x 10 UA
6 UA
8 UA
10 UA
125 x 75 x 12 UA
8 UA
10 UA
12 UA
150 x 90 x 16 UA
10 UA
150 x 100 x 12 UA
Designation
HRSSP 5th Ed. February 2010
21
6.52
5.29
7.97
6.29
5.10
4.26
3.54
2.88
2.41
1.89
1.55
1.30
1.02
0.511
0.407
0.321
0.341
0.272
0.215
49.1
48.1
52.5
51.0
50.0
49.2
43.3
42.3
41.5
40.7
31.8
31.1
30.3
25.2
24.4
23.8
21.1
20.4
19.8
mm
10 mm
150 x 100 x 12 UA
10 UA
150 x 90 x 16 UA
12 UA
10 UA
8 UA
125 x 75 x 12 UA
10 UA
8 UA
6 UA
100 x 75 x 10 UA
8 UA
6 UA
75 x 50 x 8 UA
6 UA
5 UA
65 x 50 x 8 UA
6 UA
5 UA
4
mm mm mm
6
pB
ZnB
3
133
110
152
123
102
86.6
81.8
68.2
58.1
46.5
48.6
41.8
33.7
20.3
16.7
13.5
16.2
13.4
10.9
10 mm
3
101
102
97.5
99.0
100
101
81.7
82.7
83.5
84.3
68.2
68.9
69.7
49.8
50.6
51.2
43.9
44.6
45.2
mm
pT
3
64.6
51.9
81.7
63.5
51.0
42.3
43.3
34.9
28.9
22.5
22.6
18.8
14.6
10.3
8.05
6.27
7.75
6.10
4.75
10 mm
3
ZnT
3
117
94.0
145
114
91.5
76.0
77.3
62.5
52.0
40.6
41.3
34.4
26.9
18.5
14.6
11.4
14.1
11.1
8.70
10 mm
3
Sn
47.7
48.0
47.4
47.8
48.2
48.4
39.6
39.9
40.1
40.3
31.3
31.5
31.7
23.6
23.8
23.9
20.1
20.3
20.5
mm
rn
About n-axis
____________________________________________________________________________________________
In
Designation
Table 28 Unequal Angles - n-axis and p-axis - Dimensions and Properties
Unequal Angles
4
2.34
1.91
2.15
1.72
1.41
1.18
0.958
0.789
0.664
0.524
0.743
0.626
0.494
0.181
0.145
0.115
0.174
0.140
0.111
10 mm
6
Ip
24.3
23.3
22.7
21.2
20.2
19.6
18.4
17.5
16.8
16.0
19.4
18.7
17.9
12.8
12.1
11.5
13.6
12.9
12.4
mm
nL
3
96.2
81.9
94.9
81.0
69.5
60.4
52.0
45.2
39.6
32.7
38.3
33.5
27.5
14.1
12.0
10.0
12.7
10.8
8.96
10 mm
3
ZpL
75.7
76.7
67.3
68.8
69.8
70.4
56.6
57.5
58.2
59.0
55.6
56.3
57.1
37.2
37.9
38.5
36.4
37.1
37.6
mm
nR
3
30.9
24.9
32.0
25.0
20.2
16.8
16.9
13.7
11.4
8.89
13.4
11.1
8.67
4.86
3.84
3.00
4.78
3.77
2.95
10 mm
3
ZpR
Sp
3
56.0
44.7
59.5
45.7
36.5
30.1
31.4
25.1
20.7
16.0
24.3
20.2
15.7
8.96
6.98
5.41
8.74
6.85
5.32
10 mm
3
28.6
28.8
24.6
25.0
25.3
25.5
20.6
20.9
21.0
21.2
21.7
21.9
22.0
14.0
14.2
14.3
14.4
14.6
14.7
mm
rp
About p-axis
___________________________________________________________________________________________
-2.27
-1.85
-2.35
-1.89
-1.54
-1.29
-1.05
-0.867
-0.731
-0.575
-0.625
-0.528
-0.416
-0.174
-0.140
-0.111
-0.141
-0.114
-0.0903
106mm4
Product of 2nd
Moment of Area
Inp
150 x 100 x 12 UA
10 UA
150 x 90 x 16 UA
12 UA
10 UA
8 UA
125 x 75 x 12 UA
10 UA
8 UA
6 UA
100 x 75 x 10 UA
8 UA
6 UA
75 x 50 x 8 UA
6 UA
5 UA
65 x 50 x 8 UA
6 UA
5 UA
Designation
Standard Specifications
Structural Steel Sections
Structural Steel - Welded Sections - Standard: AS/NZS 3679.2:1996
Table 29 Chemical Composition - Welded Sections Base Plate
Cast or Product Analysis, Percent
Grade
C
Si
Mn
P
S
(1)
Cr
Ni
Cu
Mo
Al
(2)
(2)
(2)
(2)
(3)
Ti
Micro-alloying
Elements
CE
(4)
AS/NZS 3678
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
Max.
300 & 300L15
0.22
0.55
1.70
0.040
0.030
0.30
0.50
0.40
0.10
0.100
0.040
(see Note 5)
0.44
400 & 400L15
0.22
0.55
1.70
0.040
0.030
0.30
0.50
0.40
0.35
0.100
0.040
(see Note 6)
0.48
Notes
1.The use of sulphide modification steelmaking techniques for listed grades is permitted.
2.Cr + Ni + Cu + Mo = 1.00% maximum apply.
3.Limits specified are for both acid soluble and total aluminium.
4.Carbon equivalent (CE) is calculated from the equation based on actual cast or product analysis:
CE = C + Mn + Cr + Mo + V + Ni + Cu
6
5
15
5.Niobium plus vanadium: 0.030% maximum.
6.Vanadium: 0.10% maximum. Niobium plus vanadium plus titanium: 0.15% maximum.
Table 30 Tensile Properties - Welded Sections Base Plate
Property
Grade - AS/NZS 3678
300, 300L15
400, 400L15
Minimum Yield Strength - MPa for thickness of:
> 8 ≤ 12
310
400
> 12 ≤ 20
300
380
> 20 ≤ 50
280
360
Minimum Tensile Strength - MPa
430
480
21
18
Minimum Elongation % of Gauge Length of 5.65√S0
Note
1.S0 is the cross-sectional area of the test piece before testing.
Table 31 Charpy V-Notch Impact Test Requirements - Welded Sections Base Plate
Grade
Test
Temperature
Minimum Absorbed Energy, J
Size of Test Piece
AS/NZS 3678
22
10mm x 10mm
10mm x 7.5mm
10mm x 5mm
˚C
Average of 3
Tests
Individual Test
Average of 3
Tests
Individual Test
Average of 3
Tests
Individual Test
300L15
-15
27
20
22
16
18
13
400L15
-15
27
20
22
16
18
13
HRSSP 5th Ed. February 2010
Standard Specifications
Structural Steel - Hot Rolled Bars and Sections - Standard: AS/NZS 3679.1:1996
Table 32 Chemical Composition - Bars and Sections
Grade
(see Note 1)
Cast analysis (max.) (See Notes 2 and 3)
%
C
Si
Mn
P
S
Micro-alloying
elements (see Note 4)
CE
(see Note 5)
300PLUS®, 300PLUSL0, 300PLUS®S0
0.25
0.50
1.60
0.040
0.040
(see Note 6)
0.44
350, 350L0
0.22
0.50
1.60
0.040
0.040
(see Note 7)
0.45
Notes
1. The use of sulfide modification steel making techniques for these grades is permitted.
2. Grain refining elements, i.e. aluminium and titanium, may be added, provided that the total
content does not exceed 0.15%. Limits are for total or soluble aluminium.
3. The following elements may be present to the limits stated, subject to a maximum total of 1.00%:
(a) Copper
0.50%
(b) Nickel
0.50%
(c) Chromium
0.30%
(d) Molybdenum 0.10%
4. For grade 300PLUS, the following are not considered as micro-alloying elements:
(a) Titanium
0.040% maximum
(b) Niobium
0.020% maximum
(c) Vanadium
0.030% maximum
(d) Niobium plus vanadium 0.030% maximum
5. Carbon equivalent (CE) is calculated from the following equation:
CE = C + Mn + Cr + Mo + V + Ni + Cu
6
5
15
6. Micro-alloying elements are not permitted in grade 300 except for thicknesses greater than or equal to 15mm, where the following apply:
(a) the maximum combined micro-alloying element content is 0.15%
(b) where micro-alloying elements are used, the percentage of each element is to be shown on certificates.
7. For grade 350, micro-alloying elements niobium, vanadium and titanium may be added, provided that their total combined content does not exceed 0.15%.
Table 33 Tensile Properties - Flat Bars and Sections
Grade
Minimum yield stress, MPa
Minimum tensile
strength, MPa
Minimum elongation on a
gauge length of 5.65√S0
(see Note 2) %
440
22
Thickness, mm (see Note 1)
< 11
≥ 11 to ≤ 17
> 17 to < 40
320
300
280
300PLUS S0
NA
300
280
440
25
350
360
340
340
480
20
300PLUS , 300PLUSL0
®
®
Table 34 Tensile Properties - Round and Square Bars
Grade
Minimum yield stress, MPa
Minimum
Minimum elongation
tensile strength on a gauge length of
5.65√S0
Thickness, mm
≤ 50
> 50 to < 100
≥ 100
MPa
%
300PLUS®
300
290
280
440
22
350
340
330
320
480
20
Notes (apply to tables 33 and 34)
1. For a section, the term ‘thickness’ refers to the nominal thickness of the part from which the sample is taken.
2. S0 is the cross-sectional area of the test piece before testing.
3.For precise details of properties reference should be made to the latest edition of AS/NZS 3679.1:1996 or the latest OneSteel specification.
4.300PLUS® steel is produced to exceed the latest requirements for grade 300 in AS/NZS 3679.1.
Table 35 Charpy V-Notch Impact Test Requirements - Bars and Sections
Grade
Test Temperature
Minimum Absorbed Energy, J Size of Test Piece
10mm x 10mm
10mm x 7.5mm
10mm x 5mm
°C
Average of 3
Tests
Individual
Test
Average of 3
Tests
Individual
Test
Average of 3
Tests
Individual
Test
300PLUSL0, 350L0*
0
27
20
22
16
18
13
300PLUS S0
0
70
50
NA
NA
NA
NA
®
Notes
This does not cover impact tested grades for thickness less than 8mm.
*Impact testing is not available for bars and is only available for some sections by enquiry.
HRSSP 5th Ed. February 2010
23
Standard Specifications
Merchant Bar Sections
Table 36 Chemical Composition - For OneSteel Merchant Bar Sections - Regular Grades - AS 1442
Steel Type
Grade
Carbon and Carbon Manganese Steels
C
Si
Mn
P
S
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
1016
0.13
0.18
0.10
0.35
0.60
0.90
*
0.040
*
0.040
1022
0.18
0.23
0.10
0.35
0.70
1.00
*
0.040
*
0.040
1045
0.43
0.50
0.10
0.35
0.60
0.90
*
0.040
*
0.040
Table 37 Chemical Composition - For OneSteel Merchant Bar Sections - Regular Grades - AS 1447
Steel Type
Grade
Spring Steels
C
Si
Mn
P
S
Cr
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
5160
0.55
0.65
0.10
0.35
0.70
1.00
*
0.040
*
0.040
0.70
0.90
9258
0.50
0.65
1.60
2.20
0.70
1.05
*
0.040
*
0.040
*
*
9261
0.55
0.65
1.80
2.20
0.70
1.00
*
0.040
*
0.040
0.10
0.25
Note
1. Merchant Bar Sections are also available in AS/NZS 3679.1:1996 specification. See Tables 32 to 35. Other grades may be available on enquiry.
Table 38 OneSteel Grades
Steel Type
OneSteel
Grade
C
Si
Mn
S
Cr
V
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
Min.
Max.
1015
0.13
0.18
0.10
0.35
0.30
0.60
*
0.040
*
0.050
*
*
*
*
X4K92M61S*
0.55
0.65
1.60
1.90
0.70
1.00
*
0.040
*
0.040
0.10
0.25
0.15
0.25
Table 39 Heat Treatment Limitations
Maximum Recommended Cross Section*
Grade
Rounds
Squares
Flats
5160
40mm
36mm
28mm
9261
27mm
25mm
19mm
9258
16mm
* The recommendations are based on the criterion that, at the maximum dimensions, a hardness
of 50 HRC can be achieved in the centre of the quenched section.
The actual properties obtained are dependent on both grade and heat treatment process
control. As OneSteel has no control over the springmakers’ heat treatment process, the above
recommendations cannot be guaranteed. However, springmakers with efficient heat treatment
facilities will be able to achieve a hardness value of 50 HRC as recommended.
24
P
HRSSP 5th Ed. February 2010
Customer Technical Service
Company Addresses
OneSteel Direct - free call 1800 1 78335
All customer service enquiries for OneSteel Market Mills products
described in this publication should be directed to the OneSteel
Direct free call service on 1800 1 STEEL (1800 1 78335).
OneSteel Direct provides a ‘one stop shop’ service for customers
and users of steel requiring information on OneSteel Market Mills
and its products. It is staffed by a centralised team of experienced
personnel specialising in Technical, Sales, Marketing and Public
Affairs knowledge.
Head Office
OneSteel Market Mills
PO Box 245C
Newcastle NSW 2300
Telephone: (02) 4935 5555
Facsimile:(02) 4935 5490
OneSteel Market Mills Sales Offices
OneSteel Direct’s services include the following:
New South Wales
• Product and application technical support incorporating a network of expert OneSteel metallurgists, engineers and scientists located throughout Australia.
Cnr Milperra & Mons Roads, Revesby NSW 2212
PO Box 4664, Milperra NSW 1891
Tel: 1800 1 78335 Fax: (02) 9792 9094
• Fast brochure and technical information mailout and facsimile
services.
Queensland
• Immediate referral service to approved OneSteel Market Mills
distributors and service providers in your area.
OneSteel Direct’s services are available Mon-Fri from
8.30am to 5.30pm (AEST)
• Freecall 1800 1 STEEL (1800 1 78335)
• Freefax 1800 101 141
• E-mail onesteeldirect@onesteel.com
• International Telephone +61 2 4222 3456
• International Facsimile +61 2 4222 3434
240 Bradman Street, Acacia Ridge QLD 4110
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Tel: 1800 1 78335 Fax: (07) 3845 5609
South Australia & Northern Territory
519 Cross Keys Road, Cavan SA 5094
PO Box 21, Dry Creek SA 5094
Tel: 1800 1 78335 Fax: (08) 8260 9355
Victoria & Tasmania
219-229 St Albans Road, Sunshine VIC 3020
PO Box 5059, Sunshine VIC 3020
Tel: 1800 1 78335 Fax: (03) 8312 2650
Western Australia
53 Harrison Road, Forrestfield WA 6058
PO Box 611, Welshpool WA 6986
Tel: 1800 1 78335 Fax: (08) 6332 3132
New Zealand
Ground Floor, 485B Rosebank Road, Avondale, Auckland 1026 NZ
PO Box 19335, Avondale, Auckland 1746 NZ
Tel: (09) 820 4048 Fax: (09) 820 4292
Rail Sales & Marketing Office
OneSteel Whyalla Steelworks
38 Heath Street, Lonsdale SA 5160
PO Box 951 Morphett Vale SA 5162
Tel: (08) 8326 4601 Fax: (08) 8326 3461
HRSSP 5th Ed. February 2010
25
OneSteel Direct
Freecall 1800 178 335
Website www.onesteel.com
Freefax 1800 101 141
Email onesteeldirect@onesteel.com
9 320075 062415
This publication has been prepared by OneSteel Market Mills, an operating business group of which
OneSteel Manufacturing Pty Limited ABN 42 004 651 325 is a part. Please note that any specifications
or technical data referred to in this publication are subject to change and/or variation or improvement
without notice and no warranty as to their suitability for any use is made. Users of this publication, to
ensure accuracy and adequacy for their purposes, are requested to check the information provided
in this publication to satisfy themselves as to its appropriateness and not to rely on the information
without first doing so. Unless required by law, the company cannot accept any responsibility for any
loss, damage or consequence resulting from the use of this publication. Photographs shown are
representative only of typical applications, current at January 2010. This brochure is not an offer to
trade and shall not form any part of the trading terms in any transaction.
© Copyright 2003-2010 OneSteel Manufacturing Pty Limited. 300PLUS® is a registered trademark
of OneSteel Manufacturing Pty Limited. LiteSteelTM is trademark of LiteSteel Technologies Pty Ltd
ABN 65 113 101 054. Issue 5, February 2010 BS0184
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