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S&T047
JAN 2013
DIMENSIONS & PROPERTIES HANDBOOK
HANDBOOK
DIMENSIONS & PROPERTIES
STEEL
D&P
Introduction Steel & Tube takes great pleasure in providing this Dimensions & properties Handbook for your use. We endeavour to carry all popular products and sizes ex-stock, on a continuous basis. This latest edition of the Steel & Tube Dimensions and Properties Handbook generally lists those sizes which we carry ex-stock. However, there are some sizes that we offer on an indent basis only. There are also many products that we carry, which do not feature in this particular publication. Please your local Steel & Tube branch for further information on our comprehensive range of steel products, or visit our web site www.steelandtube.co.nz, which features extensive product information. Please note: This document is in the process of being updated. Indent Service: Steel & Tube's indent service can offer considerable savings when ordering product to certain quantity or lead-time requirements. For specialist, non-standard products, talk to us about bout global sourcing network 0800 478 335.
Telarc Limited/ISO 9001 Steel & Tube Distribution (a division of Steel & Tube Holdings Limited) is committed to providing our customers with service in a consistent and reliable manner, which meets their needs, promotes excellence in systems and commitment to continuous improvement in quality. To demonstrate this commitment Steel & Tube Holdings Limited is a Telarc ed supplier, certified to ISO 9001. Telarc Limited is a national technical authority responsible for quality system certification through independent assessment, audit and testing of quality control procedures. In practical , Telarc Limited’s role is to formally recognise all aspects of: • • • •
quality in processing, distribution and service compliance with product or system specifications or standards technical competence of testing or inspecting quality of service performance and delivery.
This is to be carried out in a manner sufficient to provide consumers with confidence in the quality of products and services.
Disclaimer:
In compiling this publication we have been obliged to extract information from a wide range of sources, both local and overseas, and whilst every precaution has been taken to ensure its accuracy we do not accept any responsibility for errors or omissions which may be contained in this handbook.
Dimensions and Properties Handbook
i
D&P
Contents Profiles....................................................................................................................................1 Equal Angles.............................................................................................................................1 Unequal Angles..........................................................................................................................7 Parallel Flange Channels............................................................................................................ 11 Taper Flange Channels.............................................................................................................. 13 DuraGal Profiles ....................................................................................................................14 DuraGal Equal Angles ............................................................................................................... 14 DuraGal Unequal Angles ........................................................................................................... 23 DuraGal Channels .................................................................................................................... 28 DuraGal Flats........................................................................................................................... 31 Plate.....................................................................................................................................32 Coil .....................................................................................................................................34 Wire and Sheet Metal Gauges..................................................................................................... 38 Reinforcing............................................................................................................................39 Rectangular Hollow Sections....................................................................................................40 DuraGal Rectangular Hollow Sections.......................................................................................... 44 Galtube Plus Rectangular Hollow Sections.................................................................................... 48 Square Hollow Sections...........................................................................................................49 DuraGal Square Hollow Sections.................................................................................................. 53 Galtube Plus Square Hollow Sections........................................................................................... 55 Joists – Taper Flange Beams....................................................................................................56 Universal Beams.....................................................................................................................57 Universal Columns..................................................................................................................61 Tube and Pipe........................................................................................................................63 Standards for this Section......................................................................................................... 63 ERW Welded Tube..................................................................................................................... 64 Hollow Bar.............................................................................................................................. 65 Identification of Tube Wall Thicknesses........................................................................................ 66 Maximum Safe Working Pressures . ............................................................................................. 68 Tube and Pipe Quick Reference Tables......................................................................................... 70 Circular Hollow Sections . .......................................................................................................89 Galtube Plus Circular Hollow Sections.......................................................................................... 90 UltraPipe Circular Hollow Sections ..........................................................................................91 UltraPipe Pressure Ratings......................................................................................................... 93 Conversion and Comparison Information...................................................................................96 Useful Equivalents.................................................................................................................... 96 Imperial to Metric Conversion Factors......................................................................................... 97 Metric to Imperial Conversion Factors......................................................................................... 99 Comparison Grades – International Table................................................................................... 101 Hardness Testing.................................................................................................................... 102 Tensile Testing....................................................................................................................... 108 Tensile Strength – conversion.................................................................................................. 110 Pressure, mechanical stress ‑ conversion.................................................................................... 111
ii
Dimensions and Properties Handbook
mm
11.2 5.28 14.8 8.61 5.22 28.1 5.62 26.1 0.147 29.0 16.7 10.6 53.0 0.563 55.1 19.9
672
15.3
5.0
8.0
4.6
5.27
5 EA
23.8 14.7 11.0 6.44 29.0 7.15 26.2 0.187 28.9 21.6 13.6 53.0 0.722 54.5
20.5
867
11.5
5.0
8.0
6.0
6.81
6 EA
41.9 14.6 14.0 7.87 30.1 8.99 26.4 0.237 28.7 27.5 17.2 53.0 0.913 53.7
21.3
1110
8.62
5.0
8.0
7.8
8.73
8 EA
13.4 14.5 16.8 9.09 31.1 10.6 26.6 0.282 28.4 32.8 20.4 53.0 1.08
53.0
22.0
1340
6.89
5.0
8.0
9.5
10.5
10 EA
28.6 17.8 16.1 9.62 34.3 10.5 31.5 0.330 35.0 31.6 20.1 63.6 1.28
65.7
24.3
1050
14.0
5.0
8.0
6.0
8.22
6 EA
50.5 17.6 20.5 11.8 35.4 13.2 31.7 0.419 34.8 40.4 25.6 63.6
1.63
65.0
25.0
1350
10.5
5.0
8.0
7.8
10.6
8 EA
14.8 17.6 24.6 13.8 36.4 15.7 31.9 0.500 34.5 48.3 30.4 63.6
1.93
64.3
25.7
1620
8.47
5.0
8.0
9.5
12.7
19.8 20.0 12.1 37.9 13.1 35.0 0.458 39.1 39.3 25.2 70.7
1.78
73.2
10 EA
31.7 19.7 25.6 14.9 38.9 16.5 35.2 0.582 38.8 50.3 32.0
70.7
2.27
72.5
26.8
1170
15.7
5.0
8.0
6.0
9.16
6 EA
27.5
1500
11.8
5.0
8.0
7.8
11.8
8 EA
110 56.2 19.6 30.7 17.4 39.9 19.6 35.4 0.695 38.6 60.4
38.2
70.7
2.70
71.8
28.2
1810
9.53
5.0
8.0
9.5
14.2
19.5 37.9 20.8 41.3 23.9 35.8 38.2 74.5
46.6
70.7
Dimensions and Properties Handbook
75 x 75 x
90 x 90 x
10 EA
40.6 24.8 40.8 24.5 47.7 26.5 44.2 1.17 0.857
48.9 80.2
51.5
88.4
3.29
70.8
29.2
2260
7.33
5.0
8.0
17.7
4.55
91.3
33.7
1900
15.0
5.0
10.0
7.8
12.0
14.9
8 EA
100 x 100 x 12 EA
141 71.9 24.7 49.0 28.8 48.7 31.5 44.4 1.40 48.7
96.5
61.6
88.4
5.44
90.6
34.4
2300
12.2
5.0
10.0
9.5
18.0
24.5 60.8 34.5 50.1 38.6 44.7 1.73 48.3
120
10 EA
313 24.4 77.8 42.3 52.1 48.5 45.4 2.20
47.7
153
75.7
88.4
6.69
89.6
35.4
2870
9.42
5.0
10.0
12.0
22.5
12 EA
95.4
88.4
8.43
88.2
36.8
3710
6.91
5.0
10.0
15.8
29.1
125 x 125 x 16 EA
174 88.9 29.8 72.0 43.3 57.3 46.4 53.4
2.48
58.7
141
90.6
106
9.61
109
40.5
2790
14.8
5.0
13.0
9.5
21.9
10 EA
386 29.6 89.3 52.1 58.7 56.9 53.7
3.06
58.4
175
112
106
11.9
108
41.5
3480
11.5
5.0
13.0
12.0
27.3
12 EA
657 29.4 115 64.2 60.8 71.9
54.3
3.91
57.8
225
142
106
15.1
107
43.0
4520
8.49
5.0
13.0
15.8
35.4
16 EA
304 29.3 135 73.5 62.6 83.8
54.9
4.60
57.2
265
166
106
17.6
106
44.2
5360
6.89
5.0
13.0
19.0
42.1
150 x 150 x 19 EA
554 39.8 176 105 76.6
112
71.9
8.08
78.3
344
221
141
31.2
146
54.2
5090
14.4
5.0
18.0
13.0
40.0
13 EA
778 39.6 212 124
78.4
135
72.3
9.72
77.9
417
266
141
37.6
145
55.4
6200
11.5
5.0
18.0
16.0
48.7
16 EA
1060 39.4 236
5.0
18.0
18.0
54.4
18 EA
136
79.5
149
72.6
10.8
77.6
464
295
141
41.7
144
56.2
6930
10.1
5.0
18.0
20.0
60.1
20 EA
2250
323
141
45.7
143
57.0
7660
9.00
5.0
18.0
26.0
76.8
200 x 200 x 26 EA
39.3
J
39.0
402
141
56.8
141
59.3
9780
6.69
mm
mm
mm
kg/m
260 147
80.6
162
72.9
11.8
ry
Torsion Constant
329
178
83.8
202
73.9
14.9
Zy5 Sy 103mm3 103mm3
77.2
x5
76.2
x3
y
511
rx
5
3 4 x3
About y-axis
x
4
x α = 45˚ y
643
Zx4 Sx 103mm3 103mm3
x
1
y
103mm4
mm
106mm4
mm
Zx1=
y
5
1 2
mm
y4
y1=
lx
nR= pT
About x-axis
b1
nR
b 1-t
y
mm
nL= pB
B
p
n r 2 pB
R
pT
x
Zy3 103mm3
r2
Toe
Coordinate of Centroid
Gross Area of Cross(b1-t) Section t Ag mm2
nL
r1
b 1-t
mm
r1
Root
Radii
L
t
p
ly 106mm4
t
Actual Thickness
x
n
T
mm
Mass per Nominal metre Thickness
b1
y
mm
mm mm
b1 x b1
Leg-size
Designation
x- and y-axes Dimensions and Properties
Equal Angles
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
25 x 25 x
30 x 30 x
40 x 40 x
45 x 45 x
50 x 50 x
55 x 55 x
46.0 46.0
0.471 0.371
46.7 47.3
18.3 17.7
748 581
9.83 13.1
3.0 3.0
31.8 31.8 28.3 28.3 28.3 21.2 21.2 21.2 17.7 17.7 17.7
0.117
32.3 33.0 0.0790 28.0 0.0997 28.5 0.0801 29.2 0.0545 20.5 0.0387 21.0 0.0316 21.7 0.0218 16.7 0.0210 17.3 0.0173 17.9 0.0121
12.7 12.0 12.0 11.5 10.8 9.53 8.99 8.30 8.28 7.75 7.07
394 263 446 348 233 326 256 173 266 210 143
8.78 14.0 5.67 7.70 12.3 4.00 5.52 9.00 3.17 4.43 7.33
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.0
6.0
4.6
3.0
6.0
4.6
3.0
6.0
4.6
3.0
3.50
2.73
1.83
2.56
2.01
1.35
2.08
1.65
1.12
6 EA
5 EA
3 EA
6 EA
5 EA
3 EA
6 EA
5 EA
3 EA
0.685
0.980
1.19
1.03
1.49
1.83
1.93
2.83
3.53
2.48
3.66
1.13
1.65
2.03
1.67
2.45
3.06
3.06
4.55
5.75
3.92
5.84
0.0107
0.0142
0.0209
0.0265
0.0206
0.0303
10.7
13.9
14.0
14.3
15.7
15.8
9.22 0.00319 8.56
9.07 0.00469 8.73
8.89 0.00600 8.97
11.2 0.00573 10.3
11.1 0.00839 10.5
10.9
15.3
15.2
15.0
17.3
17.2
0.373
0.537
0.669
0.554
0.799
0.993
1.02
1.49
1.86
1.31
1.91
9.99
11.0
11.7
11.7
12.7
13.5
15.3
16.2
17.0
17.0
18.0
1.26
1.59
1.58
2.33
2.95
2.02
2.99
1.07 0.319 0.583
0.428 0.849
0.513
0.488 0.862
0.660
0.790
0.930
1.29
1.55
1.21
1.68
4.73
4.72
4.75
5.76
5.72
5.72
7.82
7.75
7.71
8.85
8.76
0.515
1.66
3.44
0.605
1.98
4.16
0.785
2.63
5.60
0.875
2.96
6.32
4.6
8.71
2.06
3.79
3.10
2.04
3 EA
18.8
5 EA
2.39
1.01 16.0
31.8
0.146
31.7
13.3
506
6.50
3.0
5.0
6.0
3.97
6 EA
0.0383
3.38 9.90 2.53 1.55 18.7 1.65 17.6 0.0289 19.3 4.90
3.11
35.4
0.110
36.8
13.2
295
15.7
3.0
6.0
3.0
2.31
3 EA
17.0
7.21 9.78 3.75 2.15 19.7 2.40 17.6 0.0424 19.2
7.32
4.61
35.4
0.163
36.1
13.9
443
9.87
3.0
6.0
4.6
3.48
5 EA
7.41
15.2 9.71 4.76 2.61 20.5 3.01 17.8 0.0536 19.0
9.30
5.79
35.4
0.205
35.5
14.5
568
7.33
3.0
6.0
6.0
4.46
6 EA
4.59
3.71 9.66 6.00 3.14 21.5 3.73 18.1 0.0675
18.7
11.7
7.16
35.4
0.253
34.8
15.2
723
5.41
3.0
6.0
7.8
5.68
8 EA
7.93 10.8
4.57
2.66
21.5
2.94
19.4
10.7
0.0571
5.82
4.36 3.24
21.2
22.3
8.93
3.69
5.66
19.6
38.9
0.0723
0.220
21.0
39.8
11.4
15.2
7.14
489
38.9
11.0
0.278
3.0
39.2
6.0
15.8
9.37 12.9 6.46 3.83 25.0 4.18 23.0
0.0959
25.3
12.7
8.08
20.0 12.8 8.25 4.71 25.8 5.26
23.1
0.122
25.1
16.2
12.7
10.2
35.1 12.6 10.5 5.73 26.8 6.56
23.4
0.154
24.8
12.5 6.60 27.7 7.71
23.7
0.183
24.5
20.5
J 103mm4
ry
Torsion Constant
mm
24.3
Zy5 Sy 103mm3 103mm3 mm
Zy3 103mm3
x5
y
4.6
3.0
3 4 x3
3.84
6.0
5
x
mm
x3
x
4
α = 45˚ y
About y-axis
5
1
y
ly 106mm4
rx
y
x
1 2
mm
b1
n r 2 pB
R
b 1-t
y
5 EA
6.0
p
nR
r1
pT
x
4.93
6.0
4.6
4.56
5 EA
nL
B
b 1-t
6 EA
6.0
6.0
5.87 628
12.8
46.0
0.589
46.0
19.0
957
8.17
15.0
46.0
0.691
45.4
19.6
1150
6 EA
L
t
p
Sx 103mm3 103mm3
Zx4
Zx1=
7.33
3.0
6.0
7.8
7.51
8 EA
y4
5.84
3.0
6.0
9.5
9.02
10 EA
65 x 65 x
y1=
lx mm
nR= pT 106mm4
nL= pB
x
n
T
About x-axis
mm
Coordinate of Centroid
mm
mm
r2
mm
r1
Toe
Gross Area of Cross(b1-t) Section t Ag mm2
Radii
Root
mm
t
Actual Thickness
kg/m
mm
Mass per Nominal metre Thickness
mm mm
b1 x b1
Leg-size
b1
y
EQUAL ANGLES
Designation
x- and y-axes Dimensions and Properties
Equal Angles - continued
Profiles
Dimensions and Properties Handbook
300 300 320 320
300 320 320 320
320 320 320
320 320 320 320
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
280 300 300 320
150 x 150 x 19 EA 16 EA 12 EA 10 EA
MPa
1.00 1.00 1.00 0.927
1.00 1.00 1.00
1.00 1.00 1.00 0.906
1.00 1.00 1.00 0.943
1.00 1.00 1.00 0.958
1.00 1.00 1.00 1.00 1.00
kf
fy
280 280 280 300 300
mm
Form Factor
Yield Stress
200 x 200 x 26 EA 20 EA 18 EA 16 EA 13 EA
mm mm
Designation
x- and y-axes Properties for Assessing Section Capacity
Equal Angles
30.5 25.4 18.7 13.2
45.0 36.0 25.9
69.9 55.1 43.7 30.9
143 110 83.2 64.3
13.6 11.6 8.85 6.47
20.4 16.7 12.4
31.1 25.2 20.4 14.8
63.4 50.3 38.9 30.7
110 95.7 72.3 54.5
267 218 196 172 136
300PLUS* 602 479 427 369 285 248 212 155 114
103mm3
103mm3
13.6 11.8 9.66 7.82
20.6 17.8 14.4
31.1 26.1 22.4 18.1
63.4 51.7 43.1 36.8
110 96.3 78.1 64.9
267 220 204 186 158
103mm3
Load D Zey
About y-axis Load B Zey
Load A or C Zex
About x-axis
Lo
ad
ad
Lo
D
A
ad
Lo
Shear Centre
360 360 360 360
360 360 360
340 360 360 360
340 340 360 360
340 340 340 360
340 340 340 340 340
MPa
fy
B
C
ad
Lo
Yield Stress
x
y
y
kf
Form Factor
1.00 1.00 1.00 0.876
1.00 1.00 0.954
1.00 1.00 1.00 0.856
1.00 1.00 1.00 0.892
1.00 1.00 1.00 0.906
1.00 1.00 1.00 1.00 0.956
x
30.5 25.1 18.4 12.8
44.5 35.4 25.3
69.9 54.4 42.9 30.0
143 109 81.6 62.7
248 209 152 111
602 469 417 362 278
103mm3
Load A or C Zex
About x-axis
About y-axis
13.6 11.5 8.70 6.30
20.1 16.4 12.1
31.1 24.8 20.0 14.4
63.4 49.6 38.1 29.9
13.6 11.8 9.66 7.82
20.6 17.8 14.4
31.1 26.1 22.4 18.1
63.4 51.7 43.1 36.8
110 96.3 78.1 64.9
267 220 204 186 158 110 94.5 70.9 53.1
103mm3
103mm3
Load D Zey
AS/NZS 3679.1-350 267 214 192 169 132
Load B Zey
Profiles EQUAL ANGLES
8 EA 6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
50 x 50 x
45 x 45 x
40 x 40 x
Dimensions and Properties Handbook
30 x 30 x
25 x 25 x
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 1.00 1.00
1.00 1.00 1.00 0.907
1.00 1.00
1.00 1.00 1.00 1.00
1.78 1.47 1.03
2.74 2.23 1.50
5.29 4.25 2.59
6.88 5.39 3.19
10.7 8.69 6.60 3.82
0.769 0.642 0.479
1.19 0.990 0.714
2.33 1.93 1.25
3.06 2.47 1.55
4.71 3.92 3.08 1.90
4.84 3.70
9.90 8.59 6.76 5.05
10.7 7.88
103mm3
103mm3
300PLUS* 22.5 19.2 14.7 10.6
0.769 0.642 0.479
1.19 0.990 0.732
2.33 1.93 1.40
3.06 2.52 1.81
4.71 3.92 3.22 2.32
4.86 3.98
9.90 8.59 7.07 5.75
103mm3
Load D Zey
About y-axis Load B Zey
Load A or C Zex
About x-axis
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
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 0.954
1.00 1.00 1.00 0.858
1.00 1.00
1.00 1.00 1.00 1.00
kf
ad
Lo
Form Factor
x
ad
Lo
D
A
C
B
1.78 1.47 1.03
2.74 2.23 1.48
5.29 4.22 2.54
6.88 5.32 3.12
10.7 8.69 6.50 3.71
10.5 7.75
22.5 19.2 14.5 10.4
103mm3
Load A or C Zex 103mm3
0.769 0.642 0.479
1.19 0.990 0.705
2.33 1.92 1.23
3.06 2.44 1.52
4.71 3.92 3.03 1.85
4.78 3.64
9.90 8.59 6.66 4.94
0.769 0.642 0.479
1.19 0.990 0.732
2.33 1.93 1.40
3.06 2.52 1.81
4.71 3.92 3.22 2.32
4.86 3.98
9.90 8.59 7.07 5.75
103mm3
Load D Zey
About y-axis Load B Zey
AS/NZS 3679.1-350
y
About x-axis
ad
Lo
Shear Centre
ad
Lo
x
1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Notes:
EQUAL ANGLES
320 320 320
320 320 320
320 320 320 320
320 320
6 EA 5 EA
55 x 55 x
MPa
kf
fy
320 320 320 320
mm
Form Factor
Yield Stress
65 x 65 x 10 EA 8 EA 6 EA 5 EA
mm mm
Designation
x- and y-axes Properties for Assessing Section Capacity
Equal Angles - continued
y
Profiles
L
-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
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
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
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
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
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
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
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
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
103mm3
255
mm
141 143
103mm3
605 505 467
mm
59.3 57.0 56.2 55.4
106mm4
35.8
28.8
26.3
23.7
19.7
mm mm mm
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
ZnT=ZpR
200 x 200 x 26 EA
nR=pT
About n-axis and p-axis nL=pB
ln=lp
Designation
-20.9
n
61.3
nR
pB
363
p
R
201
nL
B
pT
mm
Sn=Sp
n
60.5
b1-t
460
b1
r2
103mm3
r1
T p
Product of 2nd Moment of Area lnp 106mm4
ZnB=ZpL
b1
t
rn=rp
n- and p-axes Dimensions and Properties
Equal Angles
b1-t
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
-0.254 -0.218 -0.175 -0.138
19.7 19.9 20.1
14.6 11.5 8.97
8.07 6.34 4.94
46.7 47.3
-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
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
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
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
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
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
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
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
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
-0.103 -0.0814
16.8
6.34
3.48
39.8
9.12
15.2
0.139
16.7
5 EA
8.11
0.175
55 x 55 x 6 EA
4.46
13.2
17.7
0.234
5 EA 39.2
16.2
18.3
0.296
6 EA 11.1
46.0
19.6
19.0
0.371
15.8
9.62
8 EA
103mm3
mm
45.4
22.3
Sn=Sp
103mm3
About n-axis and p-axis
mm
n
19.5
nR
pB
17.4
p
R
103mm3
nL
B
pT
mm
65 x 65 x 10 EA
L
19.6
0.437
mm mm mm
n
Product of 2nd Moment of Area lnp 106mm4
ZnT=ZpR
b1-t
rn=rp
b1
r2
nR=pT
nL=pB
r1
T p
ZnB=ZpL
ln=lp 106mm4
b1
t
EQUAL ANGLES
Designation
n- and p-axes Dimensions and Properties
Equal Angles - continued
b1-t
Profiles
Dimensions and Properties Handbook
kg/m
mm
mm
mm
mm
r1
mm
r2
Root Toe
Radii
t
t
pB mm
mm2 mm
nL
Coordinate of Centroid
Ag
Gross Area of Cross (b1-t) (b2-t) Section
Ix 106mm4
Zx1
y4
Zx4
y5
n
L r1
Zx5
p b2
nL B y
t
b2-t
Sx
n
rx
r2 PB
x
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm
y1
About X-axis
x
b1
y
p
Zy2
y5 5
1 2
y
y4
x3
Zy3
About y-axis
x5
x3
4
3
y1
x5
α
x
Zy5
Sy
ry
J
Torsion Tan Con- Alpha stant
Dimensions and Properties Handbook
9.5 8.0 5.0 12.2 6.89 1810 42.3 17.5 3.20 83.8 38.2 59.3 53.9 33.9 94.4 65.8 42.0 0.476 19.2 24.9 41.6 11.4 30.7 15.5 24.1 16.2 56.2 0.360
7.8 8.0 5.0 15.0 8.62 1500 41.5 16.8 2.68 84.2 31.8 58.9 45.5 33.3 80.4 54.6 42.2 0.399 18.6 21.5 41.8 9.55 29.9 13.3 20.1 16.3 31.7 0.363
6.0 8.0 5.0 19.8 11.5 1170 40.7 16.0 2.10 84.7 24.8 58.5 36.0 32.8 64.1 42.4 42.5 0.315 18.0 17.5 42.1 7.47 29.0 10.8 15.7 16.4 14.8 0.364
10 UA 14.2
8 UA 11.8
6 UA 9.16
125 x 75 x 12 UA 17.7 12.0 8.0 5.0 9.42 5.25 2260 43.3 18.4 3.91 83.2 47.0 59.7 65.5 34.6 113 81.4 41.6 0.585 19.9 29.3 41.4 14.1 31.9 18.4 29.7 16.1 110 0.356
7.8 10.0 5.0 18.2 10.5 1820 49.2 19.6 4.73 101 46.7 70.3 67.3 39.5 120 80.1 51.0 0.710 22.1 32.2 50.6 14.0 35.2 20.2 29.5 19.7 39.0 0.364
8UA 14.3
1.04 23.4 44.5 50.1 20.8 37.2 28.0 43.8 19.5 136 0.360
12 UA 21.6 12.0 10.0 5.0 11.5 6.50 2750 51.0 21.2 6.97 100 69.4 71.3 97.8 40.8 171 120 50.4
9.5 10.0 5.0 14.8 8.47 2200 50.0 20.2 5.66 101 56.1 70.7 80.1 40.1 141 96.6 50.7 0.847 22.6 37.4 50.4 16.8 36.1 23.5 35.4 19.6 69.0 0.363
1.32 24.6 53.8 49.9 26.5 38.9 34.0 55.9 19.3 300 0.353
150 x 90 x 16 UA 27.9 15.8 10.0 5.0 8.49 4.70 3550 52.5 22.7 8.80 99.5 88.4 71.9 122 41.9 210 154 49.8
10 UA 17.3
1.09 26.9 40.7 53.0 20.6 40.7 26.9 41.8 21.8 71.9 0.441
1.35 27.6 48.8 52.9 25.5 42.0 32.1 51.7 21.7 141 0.438
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm 103mm4
x2
x
y x2
9.5 10.0 5.0 14.8 9.53 2300 48.1 23.3 6.11 103 59.5 74.9 81.5 34.6 177 102 51.6
10 UA 18.0
Iy 106mm4
b1-t
150 x 100 x 12 UA 22.5 12.0 10.0 5.0 11.5 7.33 2870 49.1 24.3 7.51 102 73.5 75.3 99.7 35.2 213 127 51.2
mm
t
Normal Mass Actual Thickness per Thickmetre ness
b1 x b2
Leg-size
Designation
x- and y-axes Dimensions and Properties
Unequal Angles
Profiles UNEQUAL ANGLES
mm
t
pB mm
Ag mm2 mm
nL
Ix 106mm4
Zx1
y4
Zx4
y5
Zx5
Sx
rx
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm
y1
About X-axis
b2
Iy 106mm4
Zy2
y5 5
y
y4
x3
Zy3
About y-axis
x5
x3
4
3
y1
x5
α
x
Zy5
Sy
ry
J
Torsion Tan Con- Alpha stant
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm 103mm4
x2
x
1 2
4.6 7.0 3.0 15.3 9.87 560 23.8 11.5 0.370 51.5 7.17 37.2 9.93 17.2 21.5 12.3 25.7 0.0666 13.2 5.03 26.6 2.50 20.1 3.32 5.09 10.9 4.32 0.437
7.8 6.0 3.0 7.33 5.41 840 21.1 13.6 0.421 44.9 9.37 36.3 11.6 11.6 36.4 16.1 22.4 0.0936 15.6 6.00 23.9 3.91 22.3 4.20 7.49 10.6 17.6 0.570
6.0 6.0 3.0 9.83 7.33 658 20.4 12.9 0.338 45.2 7.48 36.1 9.35 11.2 30.2 12.7 22.7 0.0743 15.1 4.91 23.9 3.11 21.4 3.48 5.93 10.6 8.29 0.575
4.6 6.0 3.0 13.1 9.87 512 19.8 12.4 0.267 45.4 5.89 35.9 7.43 10.9 24.5 9.92 22.8 0.0587 14.8 3.97 23.9 2.46 20.6 2.85 4.66 10.7 3.87 0.577
5 UA 4.40
6 UA 5.16
5 UA 4.02
6.0 7.0 3.0 11.5 7.33 721 24.4 12.1 0.468 51.2 9.15 37.5 12.5 17.6 26.7 15.8 25.5 0.0842 13.6 6.17 26.5 3.18 20.8 4.04 6.48 10.8 9.21 0.435
6 UA 5.66
65 x 50 x 8 UA 6.59
6.0 8.0 5.0 15.7 11.5 1020 30.3 17.9 1.25 69.7 17.9 54.0 23.1 17.9 70.0 30.1 35.1 0.265 21.4 12.4 36.5 7.27 30.3 8.75 13.9 16.2 13.0 0.551
7.8 7.0 3.0 8.62 5.41 921 25.2 12.8 0.586 50.8 11.5 37.8 15.5 18.0 32.5 20.0 25.2 0.106 14.2 7.46 26.4 4.01 21.7 4.88 8.19 10.7 19.5 0.430
6 UA 7.98
75 x 50 x 8 UA 7.23
7.8 8.0 5.0 11.8 8.62 1310 31.1 18.7 1.59 69.4 22.9 54.3 29.2 18.2 87.0 38.7 34.8 0.337 21.8 15.4 36.4 9.26 31.3 10.7 17.8 16.0 27.8 0.549
mm
t
Coordinate of Centroid
p
r2 PB
n
b1-t
y x2
8 UA 10.3
mm
r2
Gross Area of Cross (b1-t) (b2-t) Section
r1 nL B y
x
9.5 8.0 5.0 9.53 6.89 1580 31.8 19.4 1.89 62.9 27.3 54.5 34.6 18.6 101 46.5 34.6 0.401 22.3 18.0 36.4 11.0 32.2 12.5 21.0 16.0 49.1 0.546
kg/m
r1
Root Toe
Radii
n
L
t
b2-t
100 x 75 x 10 UA 12.4
mm
mm
mm
t
Normal Mass Actual Thickness per Thickmetre ness
b1 x b2
Leg-size
x
b1
y
p
UNEQUAL ANGLES
Designation
x- and y-axes Dimensions and Properties
Unequal Angles - continued
Profiles
Dimensions and Properties Handbook
39.8 31.1 25.2 21.0 21.2 17.2 14.3 11.2 16.6 13.9 10.9 6.02 4.77 3.75 5.86 4.67 3.68
28.3 20.6 15.4 20.3 15.2 11.6 7.75 15.7 12.4 8.68 5.85 4.30 3.02 5.86 4.40 3.17
104 79.5 57.9 70.5 57.2 44.7 28.7 40.9 32.1 20.7 17.3 13.7 9.30 14.1 11.2 7.64
94.6 68.8 51.2 67.6 50.6 38.8 25.8 38.8 30.6 21.4 16.8 12.4 8.66 14.1 10.6 7.59
1.00 0.940 0.836 1.00 1.00 0.931 0.799 1.00 1.00 0.917 1.00 1.00 0.926 1.00 1.00 1.00
340 360 360 340 360 360 360 360 360 360 360 360 360 360 360 360
31.1 25.2 21.0 21.2 17.2 14.3 11.2 16.6 13.9 10.9 6.02 4.77 3.75 5.86 4.67 3.68
28.8 21.2 15.9 20.6 15.5 11.9 8.07 15.9 12.6 8.93 5.93 4.37 3.10 5.86 4.46 3.23
104 81.8 60.3 70.5 57.2 46.0 30.1 40.9 33.1 21.8 17.3 13.7 9.65 14.1 11.2 7.92
96.3 70.6 53.1 68.6 51.6 39.8 26.8 39.4 31.2 22.0 17.0 12.6 8.89 14.1 10.7 7.76
1.00
0.973
0.863
1.00
1.00
0.964
0.824
1.00
1.00
0.946
1.00
1.00
0.956
1.00
1.00
1.00
300
320
320
300
320
320
320
320
320
320
320
320
320
320
320
320
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
12 UA
30.9 39.0
133
130
1.00
340
39.8
39.5
133
300
150 x 90 x 16 UA
132
38.2
1.00
34.7
Zey 103mm3
25.3
320
10 UA
102
110
103mm3
78.9
0.975
300
150 x 100 x 12 UA
100
AS/NZS 3679.1-350
103mm3
Load D
73.0
1.00
103mm3
Zey
0.943
340
MPa
Zex
360
38.2
103mm3
Zex
30.9
300PLUS*
103mm3
kf
About y-axis Load B
26.0
1.00
103mm3
103mm3
fy
Load C
About x-axis Load A
81.7
MPa
Zey
Form Factor
74.8
mm
Zey
Yield Stress
35.3
mm
Zex
Zex
Load D
About y-axis Load B
B
110
mm
kf
fy
Load C
About x-axis
ad Lo
C
Load A
Shear Centre
D
A
Form Factor
ad ad
Yield Stress
Lo ad Lo Lo
Designation
Properties for Assessing Section Capacity
Unequal Angles
Dimensions and Properties Handbook
Notes: 1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Profiles EQUAL ANGLES
10 -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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
-2.27 28.8
106mm4
44.7
mm
28.6 24.9
56.0
103mm3
Product of 2nd Moment of Area lnp
76.7
30.9
103mm3
rp
81.9
mm
75.7
Sp
23.3
96.2
103mm3
ZpR
1.91
mm
24.3
nR
About p-axis
48.0
2.34
106mm4
ZpL
94.0
mm
47.7
nL
51.9
117
103mm3
lp
102
64.6
103mm3
rn
110
mm
101
Sn
p
B nR
n pB
48.1
133
103mm3
ZnT
nL
R
5.29
mm
49.1
pT
About n-axis
n
pT
10 UA
106mm4
ZnB
r2
L
p
6.52
mm mm
pB
b2
r1
b1-t
T
150 x 100 x 12 UA
mm
ln
b1
t
b2-t
UNEQUAL ANGLES
Designation
n- and p-axes Dimensions and Properties
Unequal Angles
Profiles
Dimensions and Properties Handbook
Dimensions and Properties Handbook
35.90 15.00 10.60 7.82 4.59 1.64 0.424 0.106
238.0 108.0 101.0 81.4 54.9 23.1 13.2 8.13
28.4 23.5 23.8 23.8 23.9 20.8 15.9 12.6
107.0 61.0 58.9 53.8 46.0 27.2 14.4 8.2
127.0 77.8 67.8 61.5 51.6 30.2
1.76 33.6 1.65 32.7 1.51 29.9 1.29 25.7
80.9 72.9 60.8
40.4 0.267 0.12
91.4
51.1 0.658 15.2
8.01 16.0 8.71
3.64 59.3
99.9
421 271 221 182 129 73 40.3 21.4
361 233 191 157 111 63.5 34.7 18.2
45.1 26.8 19.1 14.1 8.34 3.97 1.74 0.683
58.5 46.7 50.5 50.3 51.0 45.0 33.9 27.2
28.6 22.6 24.4 24.5 24.9 21.8 16.7 13.7
4520 3200 2920 2660 2250 1520 1060 754
5.47 5.71 5.75 6.27 7.26 8.04 6.84 5.94
27.5 31.7 29.3 26.3 21.8 23.4 20.6 16.5
220 206 176 158 131 110 86.6 62.8
12 12 12 12 10 8 8 8
8.0 6.5 6.0 6.0 6.0 4.7 4.2 3.8
15.0
12.0
12.0
11.0
9.5
7.5
6.7
6.1
90
75
75
75
75
65
50
40
250
230
200
180
150
125
100
75
250 x 90 PFC 35.5
230 x 75 PFC 25.1
200 x 75 PFC 22.9
180 x 75 PFC 20.9
150 x 75 PFC 17.7
125 x 65 PFC 11.9
8.31
5.92
100 x 50 PFC
75 x 40 PFC
4.56
58.20 290.0 28.1 117.0 148.0 4.04 64.4
119.0
564
483
72.4
56.1
27.2
5110
5.13
33.5
268
14
8.0
16.0
90
300
300 x 90 PFC 40.1
30.1
472.0 151.00
mm
30.4 161.0 236.0
6.48 89.4
mm
147.0
946
798
152
mm
56.7
mm
27.5
7030
Iw 109mm6
5.14
J 103mm4
34.5
ry
mm
Sy
345
ZyL
mm
ZyR
103mm3
ly 106mm4 103mm3
rx
14
Sx
mm
Zx 103mm3 103mm3
Warping Constant
10.0
Ix 106mm4
Torsion Constant
mm
X0
R
17.5
XL
Ag
y
x
mm
2tf
xL
Load B
About y-axis
L
100
tw
About x-axis
Shear Centre
Load A
mm
d1
r1
d1
CoordiGross Area of Coordi- nate of Cross nate of Shear (bf-tw) Section Centroid Centre
x
y
380
tw
Depth Root Between Radii Flanges
tf
d1
xo
380 x 100 PFC 55.2
tf
bf
Web Thickness
bf
r1
tw
tf
103mm3
d
Flange Thickness
Flange Width
d
bf - t w
mm2
Designation
Mass per Depth of metre Section kg/m
OneSteel-300PLUS
Dimensions and Properties
Parallel Flange Channels
Profiles
PARALLEL FLANGE CHANNELS
11
12 L
xL
12.0 6.84 6.84 21.4 1 360 360
75PFC
6.84
6.84
21.4
1
320
320
75 x 40 PFC
22.8 12.0 40.3 1 360
360
100PFC
12.0
12.0
40.3
1
320
320
100 x 50 PFC
38.5 22.5 72 1 360
360
125PFC
22.8
22.8
72.8
1
320
320
125 x 65 PFC
44.8 38.5 129 1 360
360
150PFC
38.5
38.5
129
1
320
320
150 x 75 PFC
49.1 44.1 182 1
360
340
180PFC
44.8
44.8
182
1
320
300
180 x 75 PFC
50.4 44.5 221 1
360
340
200PFC
49.1
46.7
221
1
320
300
42.6 271
200 x 75 PFC
89.0 84.9 421
1
360
340
230PFC
50.4
1
360
340
250PFC
89.0
45.1
271
1
320
88.7
421
1
320
300
230 x 75 PFC
96.6 77.2
300
250 x 90 PFC
134 104 564
1
360
340
300PFC
946
1
360
340
380PFC
96.6
82.3
564
1
134
115
946
1
320
300
300 x 90 PFC
320
280
380 x 100 PFC
Load B Zey 103mm3
Zex 103mm3
Designation
x
About y-axis
R
Load B
Load A Zey 103mm3
Load B Zey 103mm3
Load A Zey 103mm3
Form Factor kf
Web fy MPa
Flange fy MPa
y
y
About x-axis
Shear Centre
Load A
Zex 103mm3
x
Designation
AS 3679.1-350
tf
d1
xo
Form Factor kf
About y-axis
bf
r1
tw
tf
Web fy MPa
About x-axis
d
bf - t w
Flange fy MPa
OneSteel-300PLUS
Properties for Assessing Section Capacity
Parallel Flange Channels - continued
PARALLEL FLANGE CHANNELS 1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Notes:
Profiles
Dimensions and Properties Handbook
Mass per metre
kg/m
9.36
6.92
Designation A B
mm mm
100 x 50 TFC
70 X 40 TFC
5
5
mm
t1
Thickness
7
7.5
mm
t2
Properties for Assessing Section Capacity
Taper Flange Channels
8
8
mm
r1
Corner Radius
4
4
mm
r2
882
12.7
15.5
mm
mm2
1192
Centre of Gravity cy
Area of Section
B
t2
B t1 2
95
1.89 0.759
Jy
r2
r2
A
0.124
0.269
106mm4
Moment of Inertia
106mm4
Jx
r1
29.3
39.8
mm
ix mm
iy
y
ix
iy iy
ix
11.9
15.0
Radius of Gyration
x
cy y
x
20.2
37.8
4.54
7.82
Zy 103mm3
Modulus of Section
Zx 103mm3
Profiles
Dimensions and Properties Handbook
TAPER FLANGE CHANNELS
13
14 x
x5
3 4
y
x3
y4
24.8 24.9
39.6 24.4 19.9
25.8 16.0 13.2
24.7 15.7 12.9
1.11 0.699 0.572
50.0 50.4 50.5
82.7 50.0 40.7
53.5 32.7 26.7
4.73 2.89 2.36
1890 1140 926
42.8 43.6 43.4
44.6 44.5 44.4
88.4 88.4 88.4
8.0 4.0 4.0
8.0
4.7
3.8
14.9
8.95
7.27
11.7
125 x 125 x 8.0 CA
5.0 CA
4.0 CA
100 x 100 x 8.0 CA
Dimensions and Properties Handbook
8.92
10.5
6.37
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
4.7
8.0
6.0
8.0
4.0
8.0
8.0
8.0
63.6
63.6
70.7
70.7
32.2
32.3
35.5
35.8
31.2
30.4
33.6
33.9
811
1330
1140
1490
1.06
1.70
1.83
2.36
16.6
26.7
25.8
33.4
25.5
41.7
39.8
52.0
8.06
12.7
12.5
16.0
12.4
19.7
19.0
24.7
58.2
17.6
17.0
19.3
19.0
29.3
= 400 MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
7.83
12.0
11.9
15.1
38.1
0.252
0.386
0.421
0.542
36.7
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy
36.1
35.7
40.1
39.8
1.96
Notes:
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
F
F
29.9 24.1
35.6
23.4
ry mm
23.0
Sy 103mm3
1.23
60.2
103mm3
Zy5
60.6
120
103mm3
72.4
Iy 106mm4
47.6
78.3
mm
5.04
8.30
103mm3
Sx
1380
2290
103mm3
Zx1 = Zx4
52.4
51.6
mm
53.4
53.5
mm
mm
106
x2 = x3
y1 = y4
106
8.0
mm
4.0
8.0
mm
4.7
mm
10.8
rx
About y-axis
18.0
About x-axis Zy2 = Zy3
α = 45˚
5.0 CA
Ix 106mm4
mm2
y1
Section Properties
2
150 x 150 x 8.0 CA
x5
y
x
5
1
kg/m
Full Area of Section Af
b2
y
mm
Co-ordinates of Centroid
x
ri
x
mm
Actual Thickness t
Inside Corner Radius ri
b1
t
Mass per metre
y
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles
y
x3
Dimensions and Properties Handbook
9.45 9.54 9.79
3.56 2.94 1.95
2.28 1.91 1.28
2.16 1.81 1.24
0.0389 0.0324 0.0221
19.8 19.9 20.1
7.53 6.20 4.04
4.80 3.99 2.63
0.170 0.141 0.0930
435 356 230
17.1 16.9 17.2
18.0 17.9 17.8
35.4 35.4 35.4
4.0 4.0 2.5
4.7
3.8
2.4
3.42
2.79
1.81
2.50
1.62
2.20
1.43
1.06
5.0 CA
4.0 CA
2.5 CA
45 x 45 x 4.0 CA
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
10.2
13.7
13.4
15.4
134
182
280
206
0.0191
0.0468
0.0702
0.0673
0.902
1.65
2.48
2.11
1.40
2.55
3.89
3.25
11.9
16.0
15.8
18.1
0.00438
0.0110
0.0157
0.0159
0.408
0.768
1.10
0.990
0.431
0.801
1.17
1.03
1.52
0.664
1.22
1.82
1.57
2.35
5.71
7.75
7.50
8.77
8.52
MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
10.7
14.3
14.3
16.0
4.98
21.2
28.3
28.3
31.8
16.1
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400
2.5
2.5
4.0
2.5
4.0
Notes:
2.4
2.4
3.8
2.4
3.8
1.43
9.00 4.18 2.71 2.44 0.0434 19.7 9.29
5.89
0.208
536
16.0
17.8
35.4
8.0
6.0
4.21
50 x 50 x 6.0 CA
0.0231
12.6 5.13 3.36 3.22 0.0747 26.0 10.7
6.93
0.318
470
22.2
23.2
46.0
4.0
3.8
3.69
4.0 CA
17.9
12.5 6.24 4.03 3.87 0.0902 25.9
13.0
8.39
0.386
576
22.4
23.3
46.0
4.0
4.7
4.52
5.0 CA
3.19
12.1 7.50 4.91 4.52 0.104 25.8
16.2
10.4
0.477
716
21.3
23.1
46.0
8.0
6.0
5.62
65 x 65 x 6.0 CA
0.102
14.7 6.93 4.55 4.39 0.117
30.1
14.3
9.34
0.495
546
25.8
26.7
53.0
4.0
3.8
4.29
4.0 CA
318
14.6 8.44 5.48 5.29 0.142
30.0
17.5
11.3
0.601
670
25.9
26.8
53.0
4.0
4.7
5.26
5.0 CA
15.2
14.1 10.2 6.73 6.26 0.167
29.9
21.9
14.1
0.747
836
24.8
26.7
53.0
8.0
6.0
6.56
31.8
13.9 13.2 8.46 7.89
0.213
29.6
28.4
18.0
0.957
1090
25.1
26.9
53.0
8.0
8.0
8.59
ry mm
6.0 CA
Sy 103mm3
75 x 75 x 8.0 CA
Zy5 103mm3
Zy2 = Zy3 103mm3
Iy 106mm4
rx mm
Sx 103mm3
103mm3
Ix 106mm4
mm2
x2 = x3 mm
About y-axis
mm
About x-axis
mm
mm
Actual Thickness t
Inside Corner Radius ri mm
Zx1 = Zx4
x5
3 4
y4
mm
x5
x α = 45˚
Section Properties
y1
kg/m
y1 = y4
y
x
2
mm
b2
5
1
mm
x
ri
y
Full Area of Section Af
Co-ordinates of Centroid
b1
t
x
Mass per metre
y
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
15
16
t
Dimensions and Properties Handbook 4.0
8.0 24.6
26.2 65.4
63.8
811
1330
0.654
1.04
1.12
28.4
27.9
31.5
31.2
mm fy = 400 MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
18.0
29.5
28.2
10.0
16.3
15.6
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0
26.6
39.8
40.3
Notes:
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
4.7
8.0
1140
36.8
-0.402
-0.657
-0.703
-0.910
6.37
72.1
20.4
10.5
27.9
50.6
5.0 CA
8.0
1.45
90 x 90 x 8.0 CA
F
6.0
1490
8.92
6.0 CA
71.3
11.7
100 x 100 x 8.0 CA
28.7
-0.896 39.8 28.8 16.0 44.5 1.47
926
92.0
33.0
4.0
3.8
7.27
4.0 CA 8.0
-1.10 39.7 35.3 19.6 53.8 1.80
1140
91.6
33.4
4.0
4.7
8.95
5.0 CA
8.0
-1.81 39.2 58.5 32.4 83.5
2.92
1890
90.1
34.9
8.0
8.0
14.9
125 x 125 x 8.0 CA
F
-1.91
-3.17
106mm4
47.7
47.3
mm
rn=rp
51.2
85.2
Sn=Sp 103mm3
28.4
47.2
ZnT=ZpR 103mm3
79.1
125
103mm3
ZnB=ZpL
3.14
5.13
In=Ip 106mm4
1380
2290
mm2
110
109
mm
39.6
41.2
mm
Product of 2nd Moment of Area Inp
4.0
8.0
mm
nR
R
Section Properties
p
nL
B
n
4.7
8.0
mm
L
About n- and p- axes
pB
pT
10.8
kg/m
Full Area of Section Af
b2
n
18.0
mm
Co-ordinates of Centroid pB=nL pT=nR
p
ri
n
5.0 CA
mm
mm
Inside Corner Radius ri
n
t
p
150 x 100 x 8.0 CA
Size b2
Leg b1
Normal Thickness
Actual Thickness
Dimensions
Mass per metre
b1
T
duragal® equal angels
Designation
Grade C450L0/C400L0 (TS 100)
n- and p-axes Dimensions and Full Section Properties
DuraGal Equal Angles
p
DuraGal® Profiles
kg/m
103mm3
In = Ip 106mm4
L
nR
Sn = Sp
Dimensions and Properties Handbook
1.62
2.20
1.43
1.06
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
2.5
2.5
4.0
2.5
8.61
11.1
11.8
12.4
21.4
28.9
28.2
32.6
134
182
280
206
0.0118
0.0289
0.0430
0.0416
1.37
2.60
3.65
3.36
0.550
0.999
1.52
1.27
0.994
1.80
2.75
2.30
9.35
12.6
12.4
14.2
-0.00738
-0.0179
-0.0272
-0.0257
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
-0.0392
-0.0355
2.50
45 x 45 x 4.0 CA
14.0
15.8 2.86 1.58 4.23 0.0576 230
36.4
13.6
2.5
2.4
1.81
2.5 CA
3.52
-0.0544 15.6 4.39 2.43 6.08 0.0868
356
35.7
14.3
4.0
3.8
2.79
4.0 CA
1.95
-0.0655 15.5 5.33 2.95 7.14 0.104
435
35.4
14.6
4.0
4.7
3.42
5.0 CA
4.79
-0.0823 15.3 6.59 3.64 8.15
0.126
536
34.6
15.4
8.0
6.0
4.21
50 x 50 x 6.0 CA
0.0623
-0.122 20.5 7.56 4.18 10.9
0.197
470
47.0
18.0
4.0
3.8
3.69
4.0 CA
318
-0.148 20.3 9.22 5.10 13.0
0.238
576
46.6
18.4
4.0
4.7
4.52
5.0 CA
32.0
-0.186 20.2 11.5 6.35 15.2
0.291
716
45.8
19.2
8.0
6.0
5.62
65 x 65 x 6.0 CA
13.0
-0.189 23.7 10.1 5.62
14.9
0.306
546
54.5
20.5
4.0
3.8
4.29
4.0 CA
4.0
-0.230 23.5 12.4 6.86
17.8
0.372
670
54.1
20.9
4.0
4.7
5.26
5.0 CA
3.8
-0.290 23.4 15.5 8.57
21.1
0.457
836
53.3
21.7
8.0
6.0
6.56
6.0 CA
106mm4
-0.372 23.1 20.1
11.1
26.0
0.585
1090
52.5
mm
rn = rp
Product of 2nd Moment of Area Inp
22.5
103mm3
103mm3
ZnT = ZpR
R
n
Section Properties
p
nL
B
About n- and p- axes
pB
pT
8.0
pT = nR mm2
pB= nL mm
ZnB = ZpL
n
mm
b2
n
p
8.0
mm
p
ri
Full Area of Section Af
Co-ordinates of Centroid
n
t
T
8.59
mm
Actual Thickness t
Inside Corner Radius ri
b1
p
75 x 75 x 8.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
17
18 24.7 15.7 12.9
1.11 0.699 0.572
23.9 10.2 7.31
1.05 0.368 0.248
46.9 19.4 14.0
3.90 1.34 0.917
0.809 0.491 0.409
1530 560 379
400 450 450
13.6 24.7 30.8
13.6 24.7 30.8
16.0 8.7 7.8
8.0
4.7
3.8
14.9
8.95
7.27
11.7
8.92
10.5
6.37
125 x 125 x 8.0 CA
5.0 CA
4.0 CA
100 x 100 x 8.0 CA
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
Dimensions and Properties Handbook
4.7
8.0
6.0
8.0
8.7
16.0
14.0
16.0
17.3
9.25
14.3
10.5
17.3
9.25
14.3
10.5
450
400
450
400
530
1330
859
1410
0.654
1.00
0.756
0.946
0.672
1.70
1.38
2.36
12.2
26.7
21.3
33.4
60.8
0.185
0.386
0.363
0.542
1.56
6.33
12.0
10.7
15.1
31.4
0.252
0.386
0.421
0.542
1.96
7.83
12.0
11.9
15.1
36.7
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes:
F
F
23.0
1.23
13.2
0.544
25.3
Zey5 103mm3
1.99
5.74
106mm4
Iey5
0.416
0.701
103mm3
Zey2,3
572
1610
Iey2,3 106mm4
450
400
103mm3
Zex1 = Zex4
30.1
16.8
106mm4
Iex1 = Iex4
30.1
16.8
mm2
8.7
16.0
MPa
fy
4.7
8.0
t
t
10.8
mm
About y-axis
18.0
mm
About x-axis
5.0 CA
Ae Af
Effective Section Properties
y
150 x 150 x 8.0 CA
Effective Area of Section Ae
x
3 4
x
kg/m
mm
b2 - ro
b1 - ro
Yield Stress
Grade
y
2
mm
Ratios
b2
5
1
mm
Actual Thickness t
Outside Corner Radius ro
x
ro
y
Mass per metre
b1
t
x
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles
y
DuraGal® Profiles
Dimensions and Properties Handbook
Iey5
Zey5
1.62
2.20
1.43
1.06
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
4.9
4.9
7.8
4.9
10.5
14.6
8.47
16.7
10.5
14.6
8.47
16.7
350
350
450
350
132
147
280
152
0.980
0.806
1.00
0.736
0.0191
0.0385
0.0702
0.0494
0.902
1.45
2.48
1.71
0.00438
0.0104
0.0157
0.0135
0.408
0.740
1.10
0.884
0.00438
0.0110
0.0157
0.0159
0.408
0.768
1.10
0.990
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
1.43
1.24 0.0231
2.50
45 x 45 x 4.0 CA
1.43
0.0221 1.03 0.0169 1.98 0.0615
0.676
156
350
18.8
18.8
4.9
2.4
1.81
2.5 CA
0.0231
1.81 0.0324 1.81 0.0324 3.78 0.131
0.888
316
450
11.1
11.1
7.8
3.8
2.79
4.0 CA
3.19
2.16 0.0389 2.16 0.0389 4.80
0.170
1.00
435
450
8.79
8.79
8.7
4.7
3.42
5.0 CA
0.102
2.44 0.0434 2.44 0.0434 5.89
0.208
1.00
536
450
6.00
6.00
14.0
6.0
4.21
50 x 50 x 6.0 CA
0.952
3.22 0.0747 2.83 0.0619 5.54
0.230
0.727
342
450
15.1
15.1
7.8
3.8
3.69
4.0 CA
303
3.87 0.0902 3.87 0.0902 7.65
0.337
0.846
487
450
12.0
12.0
8.7
4.7
4.52
5.0 CA
450
4.52 0.104 4.52 0.104
10.4
0.477
1.00
716
450
8.5
8.50
14.0
6.0
5.62
65 x 65 x 6.0 CA
9.79
4.39 0.117 3.49 0.0840
6.78
0.310
0.646
353
450
17.7
17.7
7.8
3.8
4.29
4.0 CA
9.79
5.29 0.142 4.84 0.125
9.41
0.458
0.759
508
450
14.1
14.1
8.7
4.7
5.26
5.0 CA
7.8
6.26 0.167 6.26
0.167
13.9
0.735
0.934
781
3.8
7.89 0.213 7.89
0.213
18.0
0.957
1.00
1090
450
103mm3
400
106mm4
7.38
103mm3
10.2
106mm4
About y-axis Zey2,3
7.38
103mm3
Iey2,3
10.2
106mm4
Zex1 = Zex4
About x-axis Iex1 = Iex4
14.0
mm2
Ae Af
y
16.0
MPa
fy
Effective Area of Section Ae
3 4
x
6.0
mm
t
t
Yield Stress
y
5
2
Effective Section Properties
x
1
8.0
mm
b2 - ro
b1 - ro
b2
y
6.56
kg/m
Outside Corner Radius ro
x
ro
x
8.59
mm
Actual Thickness t
Grade
b1
t
6.0 CA
mm
Mass per metre
Ratios
y
75 x 75 x 8.0 CA
mm
Leg Size b1 b2
Designation Nominal Thickness
Dimensions
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 / C350L0(TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
19
20 14.5
8.92
10.5
6.37
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
4.7
8.7
16.0
14.0
16.0
17.3
9.25
14.3 17.3
9.25
14.3 450
400
450
400
530
1330
859
1410
0.654
1.00
0.756
0.357
1.04
0.782
1.45
6.58
16.3
12.1
20.4
0.629
1.04
1.12
1.45
9.83
16.3
15.6
20.4
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
F
8.0
6.0
8.0
0.946
11.7
100 x 100 x 8.0 CA
10.5
18.4 1.20 6.01 0.357
0.409
379
450
30.8
30.8
7.8
3.8
7.27
4.0 CA 10.5
32.4 1.57 9.13
0.594
0.491
560
450
24.7
24.7
8.7
4.7
8.95
5.0 CA
F
25.9 2.92 27.8
2.34
0.809
1530
400
13.6
13.6
16.0
8.0
14.9
125 x 125 x 8.0 CA
46.8 2.57
5.04 11.0
33.8
0.791
3.17
0.416
0.701
572
1610
450
400
30.1
16.0
16.8
103mm3
ZenB = ZepL
30.1
8.0
16.8
106mm4
8.7
103mm3
IenB = IepL
About n- and p- axis ZenT = ZepR
4.7
106mm4
IenT = IepR
n R
10.8
mm2
Ae Af
p
B
Effective Section Properties
L
18.0
MPa
fy
Effective Area of Section Ae
n
5.0 CA
mm
t
t
Yield Stress
Grade
b2
n
150 x 150 x 8.0 CA
mm
b2 - ro
b1 - ro
Ratios
p
ro
p
kg/m
mm
Actual Thickness t
Outside Corner Radius ro
n
T
mm
mm
Mass per metre
Dimensions
b1
p
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
n- and p-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles t
DuraGal® Profiles
Dimensions and Properties Handbook
kg/m
n R
Dimensions and Properties Handbook
2.50
1.62
2.20
1.43
1.06
45 x 45 x 4.0 CA
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
4.9
4.9
7.8
4.9
10.5
14.6
8.47
16.7
10.5
14.6
8.47
16.7
350
350
450
350
132
147
280
152
0.980
0.806
1.00
0.736
0.0118
0.0231
0.0430
0.0281
0.550
0.856
1.52
0.972
0.0118
0.0289
0.0430
0.0414
0.550
0.999
1.52
1.27
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
1.95
1.56 0.0560 1.08 0.0333 0.676
156
350
18.8
18.8
4.9
2.4
1.81
2.5 CA
0.0623
2.43 0.0868 2.34 0.0821 0.888
316
450
11.1
11.1
7.8
3.8
2.79
4.0 CA
1.95
2.95 0.104 2.95 0.104
1.00
435
450
8.79
8.79
8.7
4.7
3.42
5.0 CA
0.0623
3.64 0.126 3.64 0.126
1.00
536
450
6.00
6.00
14.0
6.0
4.21
50 x 50 x 6.0 CA
0.952
4.17 0.195 3.13 0.129
0.727
342
450
15.1
15.1
7.8
3.8
3.69
4.0 CA
303
5.10 0.238 4.65
0.208
0.846
487
450
12.0
12.0
8.7
4.7
4.52
5.0 CA
450
6.35 0.291 6.35
0.291
1.00
716
450
8.5
8.50
14.0
6.0
5.62
65 x 65 x 6.0 CA
9.79
5.51 0.293 3.62
0.162
0.646
353
450
17.7
17.7
7.8
3.8
4.29
4.0 CA
9.79
6.86 0.372 5.45
0.266
0.759
508
450
14.1
14.1
8.7
4.7
5.26
5.0 CA
7.8
8.57 0.457
8.57
0.457
0.934
781
450
10.2
10.2
14.0
6.0
6.56
6.0 CA
3.8
11.1 0.585
11.1
103mm3
ZenB = ZepL
0.585
106mm4
1.00
103mm3
IenB = IepL
About n- and p- axis ZenT = ZepR
1090
106mm4
IenT = IepR
p
B
400
mm2
Ae Af
L
7.38
MPa
fy
n
7.38
t
t
Effective Area of Section Ae
n
16.0
b2 - ro
b1 - ro
Yield Stress
b2
ro
p
Effective Section Properties
p
T
8.0
mm
Outside Corner Radius ro
Grade
n
p
8.59
mm
Actual Thickness t
Ratios
b1
t
75 x 75 x 8.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Effective Section Properties Grade C450L0 / C400L0 / C350L0(TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
21
22
kg/m
mm
1.53 0.396 1.35 0.350
10.5 6.37
8.59 6.56 5.26 4.29
5.62 4.52 3.69
4.21 3.42 2.79 1.81
2.50 1.62
2.20 1.43
1.06
90 x 90 x 8.0 CA 5.0 CA
75 x 75 x 8.0 CA 6.0 CA 5.0 CA 4.0 CA
65 x 65 x 6.0 CA 5.0 CA 4.0 CA
50 x 50 x 6.0 CA 5.0 CA 4.0 CA 2.5 CA
45 x 45 x 4.0 CA 2.5 CA
40 x 40 x 4.0 CA 2.5 CA
30 x 30 x 2.5 CA
F
11.7 8.92
100 x 100 x 8.0 CA 6.0 CA
Dimensions and Properties Handbook 0.258
6.43 3.20 1.71 0.442
8.59 4.24 2.26
23.4 10.0 4.93 2.63
28.5 5.97
31.9 13.6
40.4 8.39 4.46
14.9 8.95 7.27
125 x 125 x 8.0 CA 5.0 CA 4.0 CA F
49.0 10.1
18.0 10.8
10.2
13.5 13.7
15.2 15.5
16.6 16.8 17.0 17.3
21.9 22.2 22.3
25.1 25.5 25.7 25.8
30.4 31.0
33.9 34.3
42.8 43.4 43.5
51.6 52.2
103mm4
J
Coordinate of Shear Centre x0
Torsion Constant
16.6
22.0 22.4
24.9 25.3
27.1 27.5 27.8 28.2
35.8 36.2 36.4
41.0 41.6 41.9 42.2
49.7 50.6
55.4 56.0
69.9 70.8 71.1
84.3 85.2
mm
r01
Polar Radius of Gyration about the Shear Centre
40.7
53.9 54.9
61.0 61.9
66.5 67.4 68.0 69.0
87.7 88.6 89.2
100 102 103 103
122 124
136 137
171 173 174
206 209
mm
ßy
Monosymmetry Section Constant
x Shear Centre
α = 45˚
xo y
x
t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for equal angles. 4. Iw is equal to zero for angles. 5. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for
y
duragal® equal angels
150 x 150 x 8.0 CA 5.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
x- and y-axes Section Properties for Member Stability Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles
3.71 0.0524 26.3
8.15 b1
6.15
0.312
451
0.464
18.3
26.1
14.1
38.3
50.8
4.0
3.8
ro
y
x3
x y4
2
10.7 10.8 4.08 2.87 2.01
10.3
ry
4.96
5.97
Sy
3.42 x
4.10
Zy5
2.42
2.89
Zy3
About y-axis
x5
4
3
α
y1
Dimensions and Properties Handbook
Notes:
x
4
y
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
b2
y sizes. quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these x
3 A minimum order F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available5 on request.
10.4
x
4.38 0.0631
12.7t 26.2
9.83
7.47
0.378
553
0.462
18.5
26.1
14.4
38.4
50.6
4.89 1
0.0731 26.0
15.7
11.9
9.29
0.464
686
0.472
17.8
25.3
14.9
39.2
50.0
4.0
2
106mm4 103mm3 103mm3 103mm3 103mm3 mm y
Zy2
8.0
mm
Iy
4.7
106mm4 103mm3 103mm3 103mm3 y
rx
6.0
Sx
F 75 x 50 x 6.0 CA 5.38 5.0 CA 4.34 F 4.0 CA 3.54 F
mm2
Zx4
mm
About x-axis
mm
Zx1
mm
Ix
mm
x3
mm
x2
mm
y4
mm
Tan a
5
kg/m
x5
x
1
Section Properties
ri
x
x2
mm mm mm
y1
Coordinates of Centroid
y b2
t
y
Mass Actual Inside per Thick- Corner metre ness Radius t ri Full Area of Section Af
x
b1
y
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles duragal® equal angels
23
24 mm2
Iex1
Zex1
Iex4
Zex4
Iey2,3
Zey2,3
Iey5
Zey5
2.42 2.01
0.0631 0.0524
2.42 1.99
0.0631 0.0520
7.47 6.10
0.378 0.309
6.17 4.30
0.286 0.185
0.854 0.741
472 334
450
11.1
17.7
7.8
3.8
3.54
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order
2.89 0.0731 2.89 0.0731 9.29 0.464
9.29
0.464
0.960
658
103mm3
450
106mm4
450
103mm3
8.79
106mm4
6.00
103mm3
14.1
106mm4
10.2
103mm3
8.7
106mm4
About y-axis
y
14.0
Af
About x-axis
3 4
x
4.7
fy MPa
Ae
5
2
Effective Section Properties
x
1
6.0
mm
b2 - ro t
Effective Area of Section Ae
Yield Stress
Grade
ro
x
y
4.34
mm
b1 - ro t
Ratios
y b2
t
5.38
kg/m
mm mm mm
Outside Actual Corner Thickness Radius t ro
x
b1
y
duragal® equal angels
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
Effective Section Properties Grade C450L0 (TS 100)
x- and y-axes
DuraGal Unequal Angles - continued
DuraGal® Profiles
Dimensions and Properties Handbook
9.86
8.44 T 2.57
0.144 0.119 0.0983
23.9 p 24.2
14.2 11.5
7.98 6.43
15.3 13.0
0.393 0.323
686 553
37.3 38.0
12.7 12.0
49.3 50.2
25.7
24.8
ZpR
4.34
ZpL
R
n
Sp
p 3.12
3.87
4.54
5.56
6.97
14.8
-0.120
-0.151 14.6
14.5
Inp 106mm4 mm
rp
Product of 2nd Moment of Area
24.4
50.6
11.7
38.3
451
0.266
10.9
5.26
9.43
24.3
B
R
p bfy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm 2 400 MPa and fu = 450 MPa). p 2. Full section properties are calculated in accordance with AS/NZS 4600.
Notes:
3.54
-0.0991 t F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order L b 1 availability n sizes. quantity may apply on some sizes. Please your local Steel & Tube branch for information and on these n n n ro
11.4
106mm4 103mm3 103mm3 103mm3
Ip
5.38
rn mm
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Sn
106mm4 103mm3 103mm3 103mm3
ZnT
mm2
mm
nL mm
pT ZnB
p
mm
In
B
nL nR
pB
About p-axis
L
mm
nR
pB
pT
Section Properties
n
kg/m
About n-axis
p b 2
ri
n
p
mm mm mm
Full Area of Section Af
n
t
T
Mass per metre
Coordinates of Centroid
b1
p
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Dimensions and Full Section Properties Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles
Dimensions and Properties Handbook
duragal® equal angels
25
26 3.87 3.12 2.55
0.144 0.119 0.0967
3.87 3.12 2.43
0.144 0.119 0.0909
7.98 6.43 5.26
0.393 0.323 0.266
7.98 5.29 3.59
0.393 0.243 0.153
0.960 0.854 0.741
658 472 334
450
11.1
17.7
7.8
3.8
3.54
ZepL
450
Dimensions and Properties Handbook
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order
106mm4
103mm3
450
103mm3
IepL
8.79
106mm4
6.00
103mm3
About p-axis ZepR
14.1
106mm4
IepR
10.2
103mm3
ZenB
8.7
106mm4
IenB
14.0
mm2
MPa
fy ZenT
4.7
mm
t
t
6.0
mm
b2 - ro
b1 - ro
Effective Area of Section Ae
Yield Stress About n-axis
R
4.34
IenT
p
B
n
5.38
Ae Af
L
Effective Section Properties
n
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Grade
n
kg/m
Ratios
p b 2
ro
p
mm mm mm
Outside Actual Corner Thickness Radius t ro
n
t
T
Mass per metre
b1
p
duragal® UNequal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
Effective Section Properties Grade C450L0 (TS 100)
n- and p-axes
DuraGal Unequal Angles - continued
DuraGal® Profiles
79.2 80.2 80.8
39.2 39.2 39.3
36.6 36.9 37.2
16.2 16.2 16.2
17.3 17.6 17.7
8.23 4.07 2.17
5.38
4.34
3.54
5.0 CA
4.0 CA
ßy
75 x 75 x 6.0 CA
ßx
Dimensions and Properties Handbook
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for equal angles. 4. Iw is equal to zero for angles. 5. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes. Notes:
F F F
y0
mm
mm
mm
mm
mm
mm
mm
Monosymmetry Section Constants
x0
Polar Radius of Gyration about the Shear Centre r01
mm
Coordinate of Shear Centre
xo y
J
Torsion Constant
Shear Centre
yo
x α
103mm4
Mass per metre
x
y
kg/m
Nominal Leg Size Thickb1 b2 ness
Designation
x- and y-axes Section Properties for Member Stability Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles duragal® UNequal angels
27
28
kg/m
Dimensions and Properties Handbook
12.4
11.6
10.5
7.23
5.59
4.25
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
3.8
3.8
3.8
4.7
4.7
4.7
6.0
6.0
6.0
6.0
8.0
mm
4.0
4.0
4.0
4.0
4.0
4.0
8.0
8.0
8.0
8.0
8.0
mm
67.4
92.4
117
141
171
191
188
218
238
288
284
12.1
14.3
18.3
20.9
19.1
18.1
18.8
17.5
21.6
19.5
20.3
mm
mm
d - 2t
Coord. of Centroid xL
Depth Between Flanges
541
712
921
1340
1480
1580
1970
2150
2450
2750
0.457
1.08
2.25
4.67
7.16
9.18
11.2
15.7
21.9
34.0
44.2
mm2
3630
Ix 106mm4
Full Area of Section Af
12.2
21.7
36.1
62.3
79.5
91.8
112
137
176
227
294
103mm3
Zx
14.4
25.4
41.8
72.5
93.7
109
135
166
210
275
359
103mm3
Sx
About x-axis
ri
d – 2t
x
29.1
39.0
49.5
59.0
69.5
76.4
75.5
85.5
94.6
111
110
mm
rx
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.44
106mm4
Iy
L
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
35.0
103mm3
ZyR
Section Properties
bf
t
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
Notes:
16.9
15.5
19.2
250 x 90 x 6.0 CC
200 x 75 x 6.0 CC
21.6
6.0 CC
230 x 75 x 6.0 CC
28.5
300 x 90 x 8.0 CC
mm
mm
Actual Thickness t
Inside Corner Radius ri
d
y
R
6.93
12.2
21.2
35.6
41.2
44.9
53.4
59.8
83.3
96.6
120
103mm3
ZyL
About y-axis
xL
y
Sy
5.46
8.78
15.1
24.8
25.1
25.3
31.8
32.2
46.4
47.1
62.1
103mm3
x
12.5
15.6
20.5
23.5
23.1
22.7
22.6
22.0
27.1
26.2
25.9
mm
ry
duragal® CHANNELS
mm
Mass per metre
Designation Nominal Thickd bf ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
DuraGal® Profiles
Dimensions and Properties Handbook
12.4
11.6
10.5
7.23
5.59
4.25
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
3.8
3.8
3.8
4.7
4.7
4.7
6.0
6.0
6.0
6.0
8.0
mm
7.8
7.8
7.8
8.7
8.7
8.7
14.0
14.0
14.0
14.0
16.0
mm
Outside Actual Corner Thickness Radius t ro
67.4
92.4
117
141
171
191
188
218
238
288
284
mm
d - 2t
Depth Between Flanges
15.6
22.2
28.8
28.2
34.6
38.9
28.7
33.7
37.0
45.3
33.5
(d-2ro) t
8.47
11.1
15.1
14.1
14.1
14.1
10.2
10.2
12.7
12.7
9.25
(b-ro) t
1.00
1.00
0.966
0.977
0.863
0.797
0.968
0.879
0.825
0.712
1.00
0.875
0.705
0.741
0.741
0.741
0.925
0.925
0.801
0.801
1.00
(b-ro)
(d-2ro)
0.915
be
de
Ratios
1.00
0.944
0.845
0.869
0.820
0.787
0.955
0.906
0.831
0.763
0.950
Af
Ae
450
450
450
450
450
450
450
450
450
450
400
MPa
fy
Yield Stress
Grade
d
541
672
779
1160
1220
1240
1880
1950
2040
2100
3450
mm2
Effective Area of Section Ae
bf
ro
t
y
R
x
Zex
IeyR
ZeyR
IeyL
About y-axis ZeyL
0.457
1.04
2.00
4.22
6.50
8.37
11.0
15.4
20.5
32.0
44.2
12.2
20.1
29.8
52.9
68.4
79.5
108
132
158
206
294
0.0840
0.164
0.256
0.532
0.550
0.560
1.00
1.05
1.41
1.46
2.44
3.01
4.67
6.24
10.9
11.0
11.0
17.9
18.2
22.2
22.4
35.0
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.44
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
35.0
106mm4 103mm3 106mm4 103mm3 106mm4 103mm3
Iex
L
y
Effective Section Properties
x
About x-axis
d – 2t
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. de and be are the effective widths of the web and flange respectively. 3. de, be and Ae are calculated for sections with uniform axial compressive stress fy. 4. IeyL and ZeyL are for compression at point “L”; IeyR and ZeyR are for compression at point “R”; 2. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
16.9
15.5
19.2
250 x 90 x 6.0 CC
200 x 75 x 6.0 CC
21.6
230 x 75 x 6.0 CC
28.5
kg/m
6.0 CC
mm mm
d
mm
Mass per metre
Dimensions
300 x 90 x 8.0 CC
Nominal Thickbf ness
Designation
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
DuraGal® Profiles duragal® CHANNELS
29
30
Dimensions and Properties Handbook
kg/m
28.5
21.6
19.2
16.9
15.5
12.4
11.6
10.5
7.23
5.59
4.25
mm mm mm
300 x 90 x 8.0 CC
6.0 CC
250 x 90 x 6.0 CC
230 x 75 x 6.0 CC
200 x 75 x 6.0 CC
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
2.60
3.43
4.43
9.87
10.9
11.6
23.7
25.8
29.4
33.0
77.4
0.0760
0.285
1.01
2.77
4.29
5.52
6.78
9.48
19.2
29.6
37.7
Iw 109mm6
J
Warping Constant
103mm4
Torsion Constant
24.4
30.1
40.0
45.4
42.4
40.6
40.2
37.8
47.8
44.0
43.4
mm
Coordinate of Shear Centre x0
40.1
51.8
67.0
78.3
84.9
89.7
89.0
96.7
110
123
122
mm
Polar Radius of Gyration about the Shear Centre r01
y
x
85.9
113
145
171
197
218
217
254
273
340
338
mm
ßy
Monosymmetry Section Constants
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for channels.
Notes:
Mass per metre
Shear Centre
x
y
duragal® CHANNELS
Designation Nominal Thickness d bf
x- and y-axes Section Properties for Member Stability Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
xo
DuraGal® Profiles
kg/m
mm
Dimensions and Properties Handbook
4.24
2.77 2.24
2.40 1.94
1.84 1.49
90 x 6.0 CF
75 x 5.0 CF 4.0 CF
65 x 5.0 CF 4.0 CF
55 x 5.0 CF 4.0 CF
4.7 3.8
4.7 3.8
4.7 3.8
6.0
400 400
400 400
400 400
400
400 350 400 400 400
4.7
8.0 6.0 4.7 3.8
350 400 400
350 400 400
350 400
350 400
MPa
fy
Yield Stress
Grade
235 190
306 247
353 285
0.196 0.158
0.430 0.348
0.661 0.534
1.46
0.0490 0.0396
0.108 0.0870
0.165 0.134
0.365
1.96 1.58
3.31 2.68
4.41 3.56
8.10
2.94 2.38
4.96 4.01
6.61 5.34
12.2
14.4 14.4
18.8 18.8
21.7 21.7
26.0
0.000433 0.000229
0.000562 0.000297
0.000649 0.000343
0.00162
0.00427 0.00180 0.000865 0.000457
28.9 28.9 28.9 28.9 20.0 15.0 11.8 9.50
13.3 10.0 7.83 6.33
540
0.00112
37.5
19.9
13.2
Sy
0.184 0.120
0.239 0.156
0.276 0.181
0.276 0.181
0.359 0.235
0.414 0.271
0.810
1.60 0.900 0.552 0.361 0.540
0.718 1.07 0.600 0.368 0.241
2.40 1.35 0.828
3.20 1.80 1.10
4.00 1.38
4.80 1.66
103mm3
0.479
1.60 0.900 0.552
0.00640 0.00270 0.00130
0.860
2.13 1.20 0.736
2.67 0.920
3.20 1.10
103mm3
Zy
About y-axis
0.00853 0.00360 0.00173
0.0107 0.00216
0.0128 0.00260
0.667 0.500 0.392 0.317
43.3 43.3 43.3
45.0 33.8 26.4
Iy 106mm4
3.44
57.7 57.7 57.7
72.2 72.2
86.6 86.6
80.0 60.0 47.0
125 73.4
180 106
rx mm
2.67 2.00 1.57 1.27
30.0 22.5 17.6
Sx 103mm3
611
2.25 1.69 1.32
9.00 6.75 5.29
1200 900 705
53.3 40.0 31.3
83.3 49.0
120 70.5
103mm3
Zx
About x-axis
y
x
1
x
1
800 600 470 380
5.33 4.00 3.13
10.4 6.12
18.0 10.6
21.3 16.0 12.5
41.7 24.5
Ix 106mm4
1600 1200 940
2000 1180
72.0 42.3
106mm4
mm2
2400 1410
About 1-axis I1
Full Area of Section Af
t
Section Properties
w
y
Notes: 1. Steel grade C400L0 / C350L0 (for t < 6.0mm fy = 400 MPa and fu = 450 MPa, and for t > 6.0mm fy = 350 MPa and fu = 400 MPa). 2. Section properties are calculated in accordance with AS/NZS 4600.
4.80
6.28 4.71 3.69 2.98
100 x 8.0 CF 6.0 CF 5.0 CF 4.0 CF
9.42 7.07 5.53
150 x 8.0 CF 6.0 CF 5.0 CF
130 x 5.0 CF
8.0 6.0 4.7
12.6 9.42 7.38
200 x 8.0 CF 6.0 CF 5.0 CF
8.0 6.0 4.7
8.0 4.7
15.7 9.22
250 x 8.0 CF 5.0 CF
8.0 4.7
18.8 11.1
mm
Actual Thickness t
300 x 8.0 CF 5.0 CF
mm
Mass per metre
Designation Nominal Width Thickness w
Dimensions
x- and y-axes and baseline axis Dimensions and Full Section Properties Grade C400L0 / C350L0 (TS 100)
DuraGal Flats
ry
J
1.36 1.10
1.36 1.10
1.36 1.10
1.73
1.73 0.915
2.25 1.19
2.60 1.37
6.48
4.50 17.1 7.20 3.46 1.83 2.31 1.73 1.36 1.10
25.6 10.8 5.19 2.31 1.73 1.36 1.36
34.1 14.4 6.92
42.7 8.65
51.2 10.4
103mm4
2.31 1.73 1.36
2.31 1.36
2.31 1.36
mm
Torsion Constant
DuraGal® Profiles duragal® flats
31
plate products
32
0.18
0.22
0.55
Si
1.50
1.70 0.040
0.050
0.040
P
Chemical Composition % Mn
Dimensions and Properties Handbook 0.040
0.040
0.040 0.040
0.040
0.035
S
0.040
0.050
0.035
S
0.45
0.48
CE
0.40
0.44
CE
355 MPa
400 MPa
350 MPa
Yield Strength
275 MPa
245 MPa
250 MPa
Yield Strength
0.55
0.22
1.80
0.040
P
Chemical Composition % Mn
0.035
S
0.48
CE
BISPLATE 80
Si
0.20
C
0.18
1.40
Mn
0.010
P
Chemical Composition %
0.003
S
0.50
CE
High strength, low alloy steel plate with a yield stress three times that of carbon steel. Hardness 255HB.
High Tensile Quenched & Tempered
AS/NZS 3678 Grade 450
Si
C
690 MPa
Yield Strength
450 MPa
Yield Strength
High strength structural steel plate with a nominal yield strength of 450 MPa. Not suitable for hot forming or normalising.
High Tensile
1.60
0.20
BS EN 10025 S355
0.55
1.60
1.70
0.30
0.55
0.22
P
Chemical Composition % Mn
JIS G3101 SS540
Si
AS/NZS 3678 Grade 350
C
High strength structural steel plate with a nominal yield strength of 350 MPa
Medium Tensile
BS EN 10025 S275
JIS G3101 SS400
AS/NZS 3678 Grade 250
C
Medium strength structural steel plate with a nominal yield strength of 250 MPa
Mild Steel
22%
22%
490-630 MPa
790-930 MPa
Tensile Strength
520 MPa
18%
Min Elongation
16%
Min Elongation
13%
540 MPa
Tensile Strength
20%
450 MPa
Min Elongation
17% 410-560 MPa
Tensile Strength
22%
410 MPa
Min Elongation
400-510 MPa
Tensile Strength
The chemical compositions are all the maximum % content. The mechanical properties relate to 12-20mm thick plates. This data is for comparison purposes only and should not be used in lieu of the actual specifications, which should always be consulted.
There are a variety of international specifications for hot rolled steel plate. Some of the more common specifications and grades, with their chemical and mechanical properties, are summarised below.
Plate
Plate
0.22
0.29
0.55
1.40
Mn
0.015
0.010
P
Chemical Composition %
Dimensions and Properties Handbook 0.02
0.19
AS/NZS 1594 HA250
0.150
0.150
P
0.70
0.50
Mn
0.030
0.030
P
Chemical Composition %
0.50
0.50
Mn
Chemical Composition %
0.030
0.030
S
0.040
0.035
S
0.003
0.003
S
CE
0.39
CE
0.62
0.50
CE
AS1548-7-460R
Si
0.60
C
0.20
1.70
Mn
0.040
P
Chemical Composition %
0.030
S
0.45
CE
Tensile Strength
480 MPa
450 MPa
Tensile Strength
1640 MPa
1350 MPa
Tensile Strength
22%
Min Elongation
0.15 to 0.50% 0.25 to 0.60%
15%
250 MPa
295 MPa
Yield Strength
460 MPa
Tensile Strength
350 MPa
Copper
477-534HB
Min Elongation
360-440HB
10%
Hardness
12%
Min Elongation
21%
Min Elongation
Commercial grade not rated for mechanical properties
Yield Strength
345 MPa
340 MPa
Yield Strength
Yield Strength
A carbon-manganese steel for boiler and pressure vessel applications with a minimum tensile strength of 460 MPa.
Boiler Plate
0.03
0.10
Si
AS/NZS 1594 HA1
Lozenge pattern floor plate.
C
0.75
0.12
Floor Plate
0.50
0.11
JIS G3125 SPA-H
Si
AS/NZS 1594 HW350
C
Structural steel with improved resistance to atmospheric corrosion.
Corrosion Resistant
0.20
0.18
BISPLATE 500
Si
BISPLATE 400
C
Through hardened, abrasion resistant steel plate, offering long life expectancy in high impact abrasion applications.
Abrasion Resistant Quenched & Tempered
Plate
plate products
33
34
Matt finish suitable for painting and exposed non-critical applications
Dimensions and Properties Handbook
0.80
1.00
1.20
1.60
2.00
2.50
3.00
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
160 - 240
290 -365
34
40-60
Tensile (MPa)
% Elongation*
HRB Hardness
* Lo = 50mm
Specified - Minimum
Proof stress/Yield point
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.025
0.030
0.254
0.030
0.080
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.60
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Filing cabinets, air conditioning, household electrical appliances, furniture and automotive parts
Surface Finish:
Description: Cold rolled, annealed and skined steel of commercial quality, capable of moderate forming and pressing, with a surface finish suitable for exposed non-critical applications
The following information relates to NZ Steel’s Product Designation NZCC-SD
Electro galvanised phosphate coated highly worked steel sheet suitable for painting and exposed non-critical appications
0.80 1.00 1.20 1.60 2.00 2.50 3.00
2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219
0.050 0.050
Sulphur Phosphorus
• 270 34-39 •
Tensile (MPa) % Elongation HRB Hardness
SECC
SEHC
•
29-31
270
•
Specified - Minimum
Note: • not specified in the standard.
_
0.045
0.040
0.50
* Class designation of base metal in the relevant JIS standard: SEHC - SPHC SECC - SPCC
0.60
_
Maximum SPHC SPCC 0.15 0.12 Manganese
Silicon
Carbon
Element
Chemical Composition %
Proof stress/Yield point
Longitudinal tensile
Mechanical Properties
Hot rolled SEHC 1.6mm and above typically JIS G 3131 specified base metal
Cold rolled SECC 0.4-1.2mm typically JIS G 3141 specified base metal
0.60
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Domestic appliances, household furniture, vehicles and construction materials
Surface Finish:
Description: Cold rolled and Hot rolled electro galvanised phosphate coated steel sheet
Electro Galvanised: JIS G 3313 SECC/SEHC
COIL products
Cold Rolled: NZCC-SD or JIS G 3141 SPCC, AS 1595 CA2
Summarised below are New Zealand and International standards for our common stock items. This data is for comparison purposes only and should not be used in lieu of the actual specifications, which should always be consulted.
Coil
Coil
1.0
1.2
1.6
3.0
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
Dimensions and Properties Handbook •
HRB Hardness
Note: • not specified in the standard.
•
36 - 40
% Elongation
•
Proof stress/Yield point
Tensile (MPa)
Specified - Minimum
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.04
0.04
0.50
–
0.008
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.8
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: White-ware manufacturing
porcelain enamelling
Finish:
Naturally small spangle with a coating mass of 150 g/m2
0.75 0.95
2400 x 1200 2400 x 1200
0.03 0.04
Sulphur Phosphorus
300 340 20 •
Tensile (MPa) % Elongation* HRB Hardness Note: • not specified in the standard.
* Lo = 50mm
Specified - Minimum
Proof stress/Yield point
Note: For grade G300 nitrogenized steel may be used for sections greater than 1.00mm thick.
1.60
–
0.30
Maximum
Manganese
Silicon
Carbon
Element
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.55
Thickness
2400 x 1200
Size
Typical Dimensions
Applications: Roofing, cladding, rainwater goods, air conditioning, garage doors
Finish:
Surface
Description: Hot rolled and hot dipped alloy coated steel sheet with 45% zinc/55% aluminium
Decarburized oiled steel sheet for the process of
Description: Decarburized steel sheets
Surface
Zincalume: AS 1397 G 300 AZ150
Enamelling Quality: JIS G 3133 SPP
Coil
COIL products
35
36 0.035 0.03
Sulphur
Phosphorus
0.95
0.40
0.55
0.75
0.95
1.15
1.55
2.00
2.50
3.00
3.00
0.55
0.75
0.95
0.55
2400 x 900
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
3000 x 1200
3000 x 1500
Dimensions and Properties Handbook
3000 x 1500
3000 x 1500
3660 x 1200
250 320 25 •
Proof stress/Yield point
Tensile (MPa)
% Elongation*
HRB Hardness
Note: • not specified in the standard.
* Lo = 50mm
Specified - Minimum
Longitudinal tensile
Mechanical Properties
0.50
Manganese
0.75
–
2400 x 900
0.12
Silicon
0.55
Carbon
0.40
Maximum
Element
2400 x 900
Thickness
Chemical Composition %
2400 x 900
Size
Typical Dimensions
Applications: Roofing,cladding,drums and tubes, purlins, girts, air conditioning, culverts, sheet metal work, concrete forming work AS 1594/ HA 250
Relevant standard:
2.50
2438 x 1219
350 22* •
% Elongation HRB Hardness Note: • not specified in the standard.
* Lo = 50mm
250 Tensile (MPa)
HA250
Specified - Minimum
elements
0.01 (Note 2)
0.04 Micro-alloying
0.10
(Note 1)
Copper Titanium
(Note 1)
Nickel Aluminium
0.04 (Note 1)
Chromium
0.03
Sulphur Phosphorus
0.35 1.20
Manganese
0.20
Maximum Silicon
Carbon
Element
Chemical Composition %
Proof stress/Yield point
Longitudinal tensile
Mechanical Properties
2. Applies to Niobium and Vanadium only.
(d) Molybdenum: 0.05 percent maximum
(c) Chromium: 0.15 percent maximum
(b) Nickel: 0.15 percent maximum
(a) Copper: 0.15 percent maximum
1. The following elements may be present to the limits stated, subject to a maximum total content of 0.30 percent:
Note:
2.00
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Roofing, cladding, rainwater goods, purlins, girts, air conditioning, garage doors
Mill finished steel sheet suitable for forming and bending with good ductility and weldability
Surface Finish:
Description: Hot rolled,hot dipped zinc coated sheet
100% zinc coated with regular spangle and a typical coating mass of 275g/m2 equivalent to Z275. 400g/m2 and 600g/m2 coating weight mass also available
Description: Hot rolled steel sheet
The following information relates to AS/NZS 1397:1993
COIL products
Surface Finish:
Hot Rolled: AS 1594/HA250 (2.00 and 2.50mm)
Galvanised: AS/NZS 1397 G 250, JIS G 3302 SGCC/SGHC Z27
Coil
Hot dipped coated steel sheet with aluminium-silicon alloy containing 5-11% silicon to promote better coating adherence
0.8
1.0
1.2
1.6
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
Dimensions and Properties Handbook • • • •
Tensile (MPa)
% Elongation
HRB Hardness
Note: • not specified in the standard.
Specified - Minimum
Proof stress/Yield point
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.35
0.04
0.60
–
0.15
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.6
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Roofing and cladding
Surface Finish:
Description: Aluminium coated steel sheet
Aluminised: ASTM A463 CQ T1-40 Chromated and Oiled
Coil
COIL products
37
38
Sheet
inches
inches
Dimensions and Properties Handbook
0.380
0.340
0.300
0.284
0.259
0.238
0.220
0.203
0.180
0.165
0.148
0.134
0.1250
0.1113
0.0991
0.0882
0.0785
0.0699
0.0625
0.0556
2/0
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1.412
1.588
1.775
1.994
2.240
2.517
0.058
0.065
0.072
0.083
0.095
0.109
0.120
0.425
3/0
2.827
0.454
4/0
1.473
1.651
1.829
2.108
2.413
2.769
3.048
3.404
3.759
4.191
4.572
5.156
5.588
6.045
6.579
7.214
7.620
8.636
9.652
10.795
0.056
0.064
0.072
0.080
0.092
0.104
0.116
0.128
0.144
0.160
0.176
0.192
0.212
0.232
0.252
0.276
0.300
0.324
0.348
0.372
0.400
0.432
11.532
0.464
0.5
5/0
12.700
mm
1.422
1.626
1.829
2.032
2.337
2.642
2.946
3.251
3.658
4.064
4.470
4.877
5.385
5.893
6.401
7.010
7.620
8.230
8.839
9.449
10.160
10.973
11.786
12.700
mm
Imperial Standard Gauge
Wire
6/0
3.175
mm
Birmingham Gauge 0.5
inches
Birmingham Gauge
Sheet
0.0139 0.0123
30
0.0156
0.0175
0.0196
0.0220
0.0248
0.0278
0.0313
0.0349
0.0392
0.0440
0.0495
inches
0.312
0.353
0.397
0.443
0.498
0.560
0.629
0.707
0.794
0.886
0.996
1.118
1.257
mm
Birmingham Gauge
29
28
27
26
25
24
23
22
21
20
19
18
Gauge Number
0.0120
0.0131
0.014
0.016
0.018
0.020
0.022
0.025
0.030
0.032
0.035
0.042
0.049
inches
0.305
0.333
0.356
0.406
0.457
0.508
0.559
0.635
0.762
0.813
0.889
1.067
1.245
mm
Birmingham Gauge
0.0124
0.0136
0.0148
0.0164
0.018
0.020
0.022
0.024
0.028
0.032
0.036
0.040
0.048
inches
0.315
0.345
0.376
0.417
0.457
0.508
0.559
0.610
0.711
0.813
0.914
1.016
1.219
mm
Imperial Standard Gauge
Wire
COIL products
7/0
Gauge Number
Wire and Sheet Metal Gauges
Coil
0.49
Seismic 500E QT®
0.22
0.22 0.05
0.05
0.05
Sulphur & Phos. % max.
Dimensions and Properties Handbook
D10 D12 D16 D20 D25 D28 D32 D40
Deformed
6 10 12 16 20 25 28 32 40
Seismic 500E MA®
500-600
500-600
300-380
Yield Strength MPa* min.
28.3 78.5 113.0 201.0 314.0 491.0 616.0 804.0 1260.0
Area mm2
1.15
1.15
1.15
0.222 0.617 0.888 1.578 2.466 3.85 4.834 6.313 9.865
Mass kg/m
1.40 10 (uniform)
1.40 10 (uniform)
Seismic 500E QT®
18.8 31.4 37.7 50.3 62.8 78.5 88.0 101.0 126.0
min.
Elongation %*
1.50 15 (uniform)
Tensile Strength Ratio* min. max.
Perimeter mm
Normal Dimensions
Diameter mm
Identifying the bar on site
R6 R10 R12 R16 R20 R25
Plain
Bar Designation
Dimensional Requirement Table
* Characteristic values
0.49
Seismic 500E MA®
0.22
max.
max.
0.43
Carbon %
Carbon Equiv.
300
Steel Grade
Chemical & Mechanical Properties
Not recommended Not advised – loss of strength disproportional to loss of area Yes – long term quality assured
Yes – following correct procedure Yes – loss of strength proportional to loss of cross-sectional area THREADING
CERTIFIED Yes- long term quality TO assured AS/NZS 4671
Not recommended
Seismic 500E QT®
WELDING
REBENDING
Yes – with preheating and following correct procedure
Seismic 500E MA®
Handling Characteristics
2) Seismic 500E QT® – This bar is manufactured by a Quench and Tempered process. This means that the bar gets its strength from the heat treatment. Any changes to the bar through welding or heating will compromise the strength of the bar. A quench and tempered bar can be recognised by its deformations and the words Seismic 500E QT.
1) Seismic 500E MA® – This is a bar that is manufactured by the microalloy process where an additive called vanadium is added to the bar to give it its strength and ductility. By following the correct procedure a microalloy bar can be rebent, welded, threaded or galvanised without changing the mechanical properties of the bar. The bar itself can be recognised by its deformations and the words Seismic 500E MA .
Manufacturing process
Pacific Steel, New Zealand’s only producer of hot rolled Reinforcing Steel has a reinforcing bar range which complies with the standard AS/NZS 4671: 2001 Steel Reinforcing Material. There are two grades of steel reinforcing bars designated as Seismic 300® and Seismic 500®. Pacific Steel manufactures a Seismic 500E® bar through two different manufacturing methods.
Reinforcing
RB
REINFORCING BAR
39
40
b
t
0.774
0.779
0.561
0.574
0.579
0.583
0.431
0.436
0.461
0.474
0.479
0.483
6.0 RHS 35.6
5.0 RHS 29.9
200 x 100 x 9.0 RHS 37.7
6.0 RHS 26.2
5.0 RHS 22.1
4.0 RHS 17.9
152 x 76 x 6.0 RHS 19.4
5.0 RHS 16.5
150 x 100 x 9.0 RHS 30.6
6.0 RHS 21.4
5.0 RHS 18.2
Dimensions and Properties Handbook
4.0 RHS 14.8
32.7
26.3
22.1
15.1
26.4
22.2
32.5
26.2
22.0
14.9
26.0
21.8
14.7
m2/t
per t
23.0
18.0
14.7
9.11
13.2
10.7
23.0
18.0
14.7
9.11
28.0
23.0
14.7
t
b-2t
35.5
28.0
23.0
14.7
28.5
23.4
48.0
38.0
31.3
20.2
48.0
39.7
25.8
t
1880
2310
2730
3900
2100
2480
2280
2810
3330
4800
3810
4530
6600
mm2
Ag
Gross Section d-2t Area Zx
Sx
About x-axis rx
5.87
7.07
147
179
210
293
317
374
533
145
78.2
55.3
54.7
52.9
53.7
53.0
72.1
71.5
70.8
68.9
92.6
92.0
90.2
Sy
3.15
3.79
4.36
5.77
2.06
2.35
4.07
4.92
5.69
7.64
15.0
17.5
24.3
130
180
224
264
375
140
62.0
71.9
91.0
63.0
75.7
71.8
87.3
87.3 102
115
54.0
61.7
81.5
98.3 111
114
153
199
233
324
106mm4 103mm3 103mm3
Zy
About y-axis
5.18
40.9
40.4
40.0
6.64 105
8.12 127
9.51 147
197
94.9
6.03 109 38.5 13.2
31.3
30.8
172
200
272
337
395
554
9.89 142
41.8 12.1
41.3 14.2
39.9 19.9
62.6 33.0
62.2 39.0
42.3
C
106mm4 103mm3
J
60.7 56.0
mm
ry
17.4
17.4
10.8
21.3
17.4
10.8
15.7
12.7
0.971 27.2
1.00
1.00
1.00
1.00
1.00
0.801 27.2
0.925 21.3
1.00
1.00
0.814 33.1
0.907 27.2
1.00
kf
C
C
C
C
C
C
C
C
C
C
N
C
C
94.6
115
134
185
100
117
147
179
210
293
300
374
533
About x-axis lex CompactZ ness(3) ex (C,N,S) 103mm3
42.0
33.1
27.2
17.4
33.7
27.7
56.8
45.0
37.1
23.9
56.8
46.9
30.5
S
N
C
C
N
C
S
S
N
C
S
S
N
60.9
83.6
102
140
59.0
71.9
63.1
90.1
119
180
156
208
373
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
y
x
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
94.6 55.9
94.3 115
134
185
79.5 100
91.4 117
119
144
167
228
262
307
430
8.17 109
10.9
6.06
6.97
11.9
14.4
16.7
22.8
32.7
38.4
53.7
Iy
Properties
106mm4 103mm3 103mm3 mm
Ix
F These items are not commonly stocked but are available on request.
F
F
F
m2/m
0.761
kg/m
per m
External Surface Area
F 250 x 150 x 9.0 RHS 51.8
mm mm mm
d
Mass per metre
Dimensions and Ratios
x
RECTANGULAR HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections
y
RHS
0.379
0.383
4.0 RHS 11.6
Dimensions and Properties Handbook
0.383
4.0 RHS 11.6
43.5
32.9
26.6
22.4
37.6
26.7
22.5
64.7
52.0
43.5
23.0
16.8
13.0
10.5
12.6
8.20
6.50
23.0
18.0
14.7
10.5
8.00
6.33
t
b-2t
39.7
29.3
23.0
18.8
34.3
23.4
19.2
73.0
58.0
48.0
35.5
28.0
23.0
t
Ix
Zx
Sx
About x-axis rx
1140
1480
1810
2130
1155
1594
1868
774
959
1140
1480
1810
2130
2.43
3.05
3.64
4.16
2.20
2.89
3.28
2.08
2.54
2.99
3.74
4.44
5.06
38.9
48.9
58.3
66.6
34.7
45.6
51.6
27.7
33.9
39.8
49.8
59.2
67.5
Sy
1.11
1.39
1.65
1.87
0.526
0.679
0.761
0.372
0.452
0.526
0.653
0.765
0.860
29.5
37.0
43.9
50.0
20.6
26.6
29.8
14.9
18.1
21.1
26.1
30.6
34.4
33.3
42.4
51.1
59.1
23.4
31.3
35.8
16.3
19.9
23.5
29.8
35.7
40.9
106mm4 103mm3 103mm3
Zy
About y-axis
31.1
30.6
30.1
29.6
21.3
20.6
20.2
21.9
21.7
21.5
21.0
20.5
20.1
mm
ry
y
C
2.43
3.16
3.83
4.44
1.44
1.93
2.20
1.04
1.28
1.50
1.93
2.30
2.63
49.5
63.0
75.3
86.2
37.2
48.6
54.9
26.9
32.8
38.3
48.2
56.8
64.3
106mm4 103mm3
J
9.47
7.49
11.0
8.72
19.8
15.4
12.4
0.908 27.2
1.00
1.00
1.00
0.905 16.9
1.00
1.00
0.595 27.2
0.685 21.3
0.776 17.4
0.963 12.4
1.00
1.00
kf
C
C
C
C
C
C
C
C
C
C
C
C
C
47.3
60.3
72.7
84.2
44.6
59.9
68.9
34.3
43.5
51.4
65.4
78.9
91.2
About x-axis lex CompactZ ness(3) ex (C,N,S) 103mm3
46.9
34.6
27.2
22.3
46.0
31.4
25.7
86.4
68.6
56.8
42.0
33.1
27.2
S
N
C
C
S
N
C
S
S
S
S
N
C
26.3
39.9
51.1
59.1
18.5
30.6
35.8
8.32
11.9
16.0
25.1
34.1
40.9
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
Properties for Design to AS 4100
x
Torsion Torsion Form Constant Modulus Factor
x
y
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
47.3 46.1
60.3 45.4
72.7 44.8
84.2 44.2
44.6 43.7
59.9 42.6
68.9 41.9
35.3 51.8
43.5 51.5
51.4 51.2
65.4 50.2
78.9 49.5
91.2 48.7
Iy
Properties
mm2 106mm4 103mm3 103mm3 mm
Ag
Gross Section d-2t Area
F These items are not commonly stocked but are available on request.
8.96 0.390
0.379
5.0 RHS 14.2
3.0 RHS
0.374
F 125 x 75 x 6.0 RHS 16.7
9.07 0.341
0.335
3.5 RHS
5.0 RHS 12.5
6.07 0.393
2.0 RHS
0.330
7.53 0.391
2.5 RHS
127 x 51 x 6.0 RHS 14.7
8.96 0.390
3.0 RHS
32.9
26.6
22.4
m2/t
5.0 RHS 14.2
mm mm mm
m2/m
per t
per m
0.374
t
External Surface Area
kg/m
b
Mass per metre
Dimensions and Ratios
150 x 50 x 6.0 RHS 16.7
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections - continued
RHS
RECTANGULAR HOLLOW SECTIONS
41
42
b
t
Zx
Sx
rx
Zy
Sy
C
43.9 29.8 27.7 24.4 20.6 15.0 21.1
C N C C C N C
24.7 36.4 17.4 21.3 27.2 37.1 12.4
53.7 39.9 45.3 39.8 33.4 26.7 28.1
C C C C C C C
17.7 26.4 7.49 9.47 12.4 17.4 7.49
1.00 1.00 1.00 1.00 1.00 1.00 1.00
61.2 46.1 40.9 36.5 31.2 25.0 29.3
2.14 1.53 1.35 1.13 0.886 1.01
30.5 19.2 19.7 20.2 20.7 18.5
32.6 27.7 24.4 20.6 16.4 21.1
28.2 22.7 20.4 17.6 14.4 16.9
38.2 1.07 33.4 0.567 34.1 0.511 34.8 0.441 35.6 0.361 25.5 0.421
39.9 45.3 39.8 33.4 26.7 28.1
33.0 34.2 30.6 26.1 21.3 21.3
1155 1.68 1530 1.71 1310 1.53 1080 1.31 841 1.06 1230 0.800
27.1
6.33 14.7 8.00 18.0 23.0 31.3
19.7
10.5 14.7 6.33 10.5
0.341 37.6
0.274 22.8
0.279 27.0
0.283 33.3
0.290 43.9
0.224 23.2
9.07
8.49
6.60
9.67
4.0 RHS
3.0 RHS
v
s 100 x 50 x 6.0 RHS 12.0
5.0 RHS 10.3
v
s
s
s
Dimensions and Properties Handbook
16.0 12.9
C C
19.8 27.2
21.1 17.1
C C 17.4
1.00 1.00
22.7 18.4
0.754 0.593
19.5 20.0
16.0 12.9
13.4 11.1
26.7 0.335 27.5 0.278
21.1 17.1
16.8 13.9
881 0.630 691 0.522
16.8 23.0
14.7
0.233 33.7
0.240 44.2
6.92
5.42
4.0 RHS
3.0 RHS
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
v Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa ( fu = 450 MPa), a minimum tensile strength of 500 MPa ( fy = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0. s Available Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
18.8 C 15.4 24.9 C 9.47 12.4
1.00 26.4 0.891 19.0 18.8 15.4
26.1 0.384
24.9
19.4
1060 0.726
8.00 13.0 10.5
0.229 27.4
8.35
s 75 x 50 x 6.0 RHS 5.0 RHS s
3.5 RHS
50.5 C 20.1 61.9 C 14.3 1.00 69.8
2.91
29.7
43.9
37.0
37.3 1.41
53.7
43.5
1594 2.22
18.4
13.2
0.335 26.7
5.0 RHS 12.5
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
3.38
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
29.2
kf
50.5
106mm4 103mm3
J
42.0
mm
ry
36.7 1.59
106mm4 103mm3 103mm3
Iy
Torsion Torsion Form Constant Modu- Factor lus
61.9
106mm4 103mm3 103mm3 mm
Ix
About y-axis
49.4
mm2
Ag
About x-axis
1868 2.52
t
Gross Section d-2t Area
15.0
m2/t
m2/m
t
b-2t
10.7
per t
per m
External Surface Area
0.330 22.5
kg/m
Mass per metre
y
Properties for Design to AS 4100
x
v 102 x 76 x 6.0 RHS 14.7
mm mm mm
d
Designation
Properties
x
RECTANGULAR HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections
y
RHS
6.24 6.70 8.58 7.11 6.13 3.56 3.12 2.62
N C C C C C C
30.86 37.57 16.9 23.3 28.4 17.4 21.3 27.2
14.94 12.79 13.3 11.0 9.45 5.86 5.11 4.26
C C C C C C C C
15.21 18.78 7.99 11.4 14.2 7.49 9.47 12.4
1.00 1.00 1.00 1.00
14.3 12.4 12.5 10.4
9.10 1.00 5.18 1.00 4.60 1.00 3.92 1.00
0.344 0.320 0.259 0.223
8.58 13.4 7.11 14.0 6.13 14.2
9.69 0.0964 9.91 0.0843 0.0706
8.25 16.4
3.56 3.12
2.62 10.1
7.18 7.03 6.04 5.29 2.93 2.62 2.25
10.23 12.79 26.8 0.14 22.0 0.123 22.8 0.106
13.3
8.65 11.0 9.45 23.1 0.0926 5.86 16.9 0.0367 5.11 17.2 0.0328 4.26 17.5 0.0281
10.1 7.52 4.47 3.95 3.35
534 0.38 681 0.328 541 0.281 459 0.244 391 0.112 334 0.0989 274 0.0838
0.221 52.83 14.00 28.0 6.75 14.3 9.67 19.7 24.0
6.33 14.7 8.00 18.0 23.0
12.0
0.183 34.2
0.190 44.7
0.191 53.1
0.140 45.5
0.141 54.0
0.143 66.6
4.19
5.35
4.25
3.60
3.07
2.62
2.15
2.5 RHS
s 65 x 35 x 4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
s
s
s 50 x 25 x 3.0 RHS
2.5 RHS
s
s
s
Dimensions and Properties Handbook
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
v Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa ( fy = 450 MPa), a minimum tensile strength of 500 MPa ( fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0. s Available Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
10.5
11.84 C N
22.47 18.37 C 10.73 1.00
17.4
0.402
9.62 16.2
8.25
11.83 14.94 26.5 0.17
631 0.44
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
0.220 44.37 11.33 23.0
kf
4.95
C
106mm4 103mm3
J
3.0 RHS
mm
ry
s
Sy
0.504
Zy
About y-axis 106mm4 103mm3 103mm3
Iy
9.78 11.84 15.6
rx
14.06 18.37 25.7 0.20
Sx
106mm4 103mm3 103mm3 mm
Zx
About x-axis
801 0.53
mm2
Ix
8.00 16.8
m2/t
Ag
m2/m
t
Properties for Design to AS 4100 Torsion Torsion Form Constant Modu- Factor lus
0.213 33.85
t
b-2t
Properties
6.29
per t
per m
Gross Section d-2t Area
kg/m
t
External Surface Area
y
x
mm mm mm
b
Mass per metre
Dimension and Ratios
x
y
s 75 x 40 x 4.0 RHS
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections - continued
RHS
RECTANGULAR HOLLOW SECTIONS
43
44
t
0.390 43.5 14.7
0.391 52.0 18.0
0.393 64.7 23.0
0.374 22.4 10.5
0.379 26.6 13.0
0.383 32.9 16.8
3.0 RHS 8.96
2.5 RHS 7.53
2.0 RHS 6.07
F 125 x 75 x 6.0 RHS 16.7
5.0 RHS 14.2
4.0 RHS 11.6
Dimensions and Properties Handbook
8.96 0.390 43.5 23.0
7.53 0.391 52.0 28.0
6.07 0.393 64.7 35.5
3.0 RHS
2.5 RHS
2.0 RHS
774
2.08
2.54
60.5
48.0 774
959 1.69
2.07
39.7 1140 2.43
29.3 1480 3.05
23.0 1810 3.64
18.8 2130 4.16
73.0
959
48.0 1140 2.99
35.5 1480 3.74 58.0
Zx
Sx
27.0
33.0
38.9
48.9
58.3
66.6
27.7
33.9
39.8
49.8
59.2
67.5
32.5
40.0
47.3
60.3
72.7
84.2
35.3
43.5
51.4
65.4
78.9
91.2
106mm4 103mm3 103mm3
Ix
About x-axis
46.7
46.4
46.1
45.4
44.8
44.2
51.8
51.5
51.2
50.2
49.5
48.7
mm
rx
Zy
Sy
29.5
37.0
43.9
50.0
0.771 20.6
0.942 25.1
1.11
1.39
1.65
1.87
0.372 14.9
0.452 18.1
0.526 21.1
0.653 26.1
0.765 30.6
0.860 34.4
22.9
28.2
33.3
42.4
51.1
59.1
16.3
19.9
23.5
29.8
35.7
40.9
106mm4 103mm3 103mm3
Iy
About y-axis
31.6
31.4
31.1
30.6
30.1
29.6
21.9
21.7
21.5
21.0
20.5
20.1
mm
ry
y
C
1.67
2.05
2.43
3.16
3.83
4.44
1.04
1.28
1.50
1.93
2.30
2.63
10.7
8.50
22.5
17.4
14.1
0.624 47.6
0.763 37.6
0.845 30.9
1.00
1.00
1.00
0.553 30.9
0.633 24.1
0.713 19.7
S
N
N
C
C
C
N
C
C
C
C
C
24.8
34.7
46.5
60.3
72.7
84.2
31.6
43.5
51.4
65.4
78.9
91.2
About x-axis lex CompactZ ness(3) ex (C,N,S)103mm3
0.877 14.1
1.00
1.00
kf
81.2
64.4
53.2
39.2
30.9
25.3
97.9
77.8
64.4
47.6
37.6
30.9
S
S
S
N
N
C
S
S
S
S
N
N
13.0
18.2
24.2
37.4
50.5
59.1
7.64
10.9
14.5
22.7
31.8
40.4
About y-axis ley CompactZ ness(3) ey (C,N,S) 103mm3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
34.4
42.1
49.5
63.0
75.3
86.2
26.9
32.8
38.3
48.2
56.8
64.3
106mm4 103mm3
J
x
Properties for Design to AS 4100 Torsion Torsion Form Constant Modu- Factor lus
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
0.383 32.9 10.5
mm2
Ag
Gross Section Area
8.00 28.0 1810 4.44
4.0 RHS 11.6
t
d-2t
6.33 23.0 2130 5.06
0.379 26.6
m2/t
m2/m
t
b-2t
5.0 RHS 14.2
per t
per m
External Surface Area
0.374 22.4
kg/m
Mass per metre
150 x 50 x 6.0 RHS 16.7
F
b
mm mm mm
d
Designation
Properties
x
RECTANGULAR HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections
y
DuraGal® RHS
t t mm2
Ag
Gross Section d-2t Area
7.53 0.285 37.9 12.3
6.60 0.290 43.9 14.7
5.56 0.291 52.4 18.0
4.50 0.293 65.1 23.0
3.64 0.295 81.0 29.3
3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
60.5
48.0
38.0
31.3
26.6
463
574
709
841
959 21.3
23.6
26.1
30.6
34.2
0.613 12.3
0.750 15.0
0.912 18.2
1.06
1.18
23.0 1080 1.31
8.00 18.0 1310 1.53
3.5 RHS
Zx
Sx
About x-axis
15.0
18.5
22.7
26.7
29.9
33.4
39.8
45.3
106mm4 103mm3 103mm3
Ix
6.33 14.7 1530 1.71
8.49 0.283 33.3 10.5
0.279 27.0
t
b-2t
4.0 RHS
0.274 22.8
m2/t
m2/m
5.0 RHS 10.3
per t
per m
External Surface Area
100 x 50 x 6.0 RHS 12.0
kg/m
Mass per metre
36.4
36.2
35.9
35.6
35.1
34.8
34.1
33.4
mm
rx
Zy
Sy
About y-axis
0.211
8.43
0.257 10.3
0.311 12.4
0.361 14.4
0.400 16.0
0.441 17.6
0.511 20.4
0.567 22.7
21.2
20.9
20.7
20.4
20.2
19.7
19.2
mm
ry
9.33 21.3
11.5
14.0
16.4
18.5
20.6
24.4
27.7
106mm4 103mm3 103mm3
Iy
Properties
x
C
28.2
31.2
36.5
40.9
0.501 14.5
0.616 17.7
0.754 21.5
0.886 25.0
1.01
1.13
1.35
1.53
106mm4 103mm3
J
x
8.50
16.5
14.1
10.7
Dimensions and Properties Handbook
N
N
C
C
C
C
C
C
12.5
18.2
22.7
26.7
29.9
33.4
39.8
45.3
81.2
64.4
51.0
42.0
35.6
30.9
24.1
19.7
S
S
S
S
N
N
C
C
5.19
7.33
10.4
13.9
17.1
20.3
24.4
27.7
About y-axis ley CompactZ ness(3) ey (C,N,S) 103mm3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
0.661 39.2
0.746 30.9
0.856 24.1
0.967 19.7
1.00
1.00
1.00
1.00
kf
About x-axis lex CompactZ ness(3) ex (C,N,S)103mm3
Properties for Design to AS 4100
y
y
Torsion Torsion Form Constant Modu- Factor lus
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
b
mm mm mm
d
Designation
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections - continued
DuraGal® RHS RECTANGULAR HOLLOW SECTIONS
45
46
b-2t
t
per t
m2/t
per m
kg/m m2/m
mm mm mm
Zx
Sx
About x-axis Zy
Sy
About y-axis C
16.0 12.8 9.95 7.07 5.01
C N N S S
22.5 30.9 37.6 47.6
21.1 17.1 14.6 11.8
8.26 60.2
C C C N N
14.1 19.7 24.1
1.00 1.00 1.00
0.904 30.9 0.799 39.2
22.7 18.4 15.9 13.1 10.8
0.754 0.593 0.505 0.414 0.337
19.5 20.0 20.3
16.0 12.9
7.40 20.7
11.1 9.60 11.0
9.06 20.5
13.4
7.96 6.56
0.335 0.278 0.240 0.199 0.164
26.7 27.5 27.7 28.0
21.1 17.1 14.6
13.9 12.0 9.91 12.0 9.75 28.2
16.8
8.14 7.60 10.1
881 0.630 691 0.522 584 0.450 474 0.372 383 0.305
16.8 23.0 28.0 35.5 44.9
10.5
14.7
18.0
23.0
29.3
4.0 RHS 6.92 0.233 33.7
3.0 RHS 5.42 0.240 44.2
2.5 RHS 4.58 0.241 52.7 2.0 RHS 3.72 0.243 65.4
Dimensions and Properties Handbook
4.05 2.88 2.02
N S S
37.6 10.1
8.31 47.6 6.81 60.2
C C C
10.7 1.00
0.878 14.1 0.746 18.3
7.14 6.04 5.05
0.144 0.120 0.0993
4.53 10.3 3.77 10.5 3.11 10.7
3.89 3.31 2.78
0.0487 0.0414 0.0347
24.9
8.31 25.3 6.81 25.5
6.36 5.26
459 0.285 374 0.238 303 0.197
8.00 28.0 35.5 44.9
10.5
13.6
75 x 25 x 2.5 RHS 3.60 0.191 53.1
2.0 RHS 2.93 0.193 65.8
1.6 RHS 2.38 0.195 81.7
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
1.6 RHS 3.01 0.245 81.3
18.8 C 17.4 24.9 C 1.00 26.4
0.891
19.0
18.8
15.4
0.384
26.1
24.9
19.4
1060 0.726
8.00 13.0
5.0 RHS 8.35 0.229 27.4
F
21.1 C 14.1 28.1 C 8.50 10.7
1.00
29.3
1.01
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
18.5
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
21.1
kf
16.9
106mm4 103mm3
J
0.421
mm
ry
25.5
106mm4 103mm3 103mm3
Iy
28.1
mm
rx
21.3
106mm4 103mm3 103mm3
Ix
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
1230 0.800
mm2
Ag
Properties
6.33 10.5
t
Gross Section d-2t Area
y
x
F 75 x 50 x 6.0 RHS 9.67 0.224 23.2
b
t
d
Mass External per Surface Area metre
Dimension and Ratios
x
RECTANGULAR HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections
y
DuraGal® RHS
b-2t
t
per t
m2/t
kg/m m2/m
mm mm mm
Zx
Sx
About x-axis Zy
Sy
About y-axis C
Dimensions and Properties Handbook
7.11 5.95 4.37 3.56 3.12 2.58 1.92 2.63 2.32 1.93 1.44
C N S C C N N C C N N
26.4 11.0
9.45 32.2 7.80 40.9 5.86 19.7 5.11 24.1 4.26 30.9 3.53 39.2 5.16 19.7 4.51 24.1 3.78 30.9 3.14 39.2
C C C C C C C C C C C
16.1
10.7 14.1 18.3 6.26 8.05 10.7 14.1
1.00
0.985 20.8 8.50
1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
10.4 9.10 7.62 5.18 4.60 3.92 3.29 3.88 3.49 3.00 2.55
0.223 0.184
9.91 0.0843 0.0585
5.07 14.4 9.69 0.0964 0.0706
6.13 14.2
2.17 10.3
7.89 0.0550 8.11 0.0466 8.29 0.0389
3.12 2.62 10.1
7.67 0.0620
3.56
2.63 2.32 1.96 1.63
5.29 4.44 2.93 2.62 2.25 1.90 2.12 1.92 1.67 1.42
0.0926 0.0778 0.0367 0.0328 0.0281 0.0237 0.0212 0.0192 0.0167 0.0142
9.45 23.1 7.80 23.4 5.86 16.9 5.11 17.2 4.26 17.5 3.53 17.7 5.16 16.2 4.51 16.6 3.78 16.9 3.14 17.1
7.52 6.28 4.47 3.95 3.35 2.81 3.81 3.39 2.89 2.43
459 0.244 374 0.204 391 0.112 334 0.0989 274 0.0838 223 0.0702 361 0.0951 309 0.0848 254 0.0723 207 0.0608
24.0 30.5
8.00 18.0 29.3
10.5
13.6
4.67 14.7
6.00 18.0
8.00 23.0 29.3
15.5
6.33 14.7 23.0
12.0
2.5 RHS 3.60 0.191 53.1
2.0 RHS 2.93 0.193 65.8
50 x 25 x 3.0 RHS 3.07 0.140 45.5
2.5 RHS 2.62 0.141 54.0
2.0 RHS 2.15 0.143 66.6
1.6 RHS 1.75 0.145 82.5
50 x 20 x 3.0 RHS 2.83 0.130 45.8
2.5 RHS 2.42 0.131 54.2
2.0 RHS 1.99 0.133 66.8
1.6 RHS 1.63 0.135 82.7
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
10.5
8.58 C 19.1 13.3 C 9.06 13.0
1.00
12.5
0.259
7.11 14.0
6.04
0.106
22.8
8.65 11.0
541 0.281
9.67 19.7
3.0 RHS 4.25 0.190 44.7
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
0.320
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
8.58 13.4
kf
7.03
106mm4 103mm3
J
0.123
mm
ry
22.0
106mm4 103mm3 103mm3
Iy
13.3
mm
rx
10.1
106mm4 103mm3 103mm3
Ix
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
681 0.328
mm2
Ag
Properties
y
x
6.75 14.3
t
Gross Section d-2t Area
x
y
65 x 35 x 4.0 RHS 5.35 0.183 34.2
b
per m
d
t
Dimensions and Ratios
Mass External per Surface Area metre
Designation
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections - continued
DuraGal® RHS RECTANGULAR HOLLOW SECTIONS
47
48
b
t
kg/m
Mass per metre
16.8 30.5
0.131 54.2
0.135 82.7
204
9.79 189
4.33 298
30.5 13.2
0.145 82.5
276
6.42 322
16.8
47.7 13.2
0.141 54.0
0.195 81.7
2
mm
Af
6.42 442
27.3
t 4
10 mm
0.0561
0.0824
0.0647
0.0960
0.181
0.276
6
Ix 3
2.25
3.30
2.59
3.84
4.83
7.37
2.88
4.37
3.23
4.94
6.23
9.72
3
Sx 3
10 mm 10 mm 3
Zx
About x-axis
17.2
16.6
17.8
17.3
25.6
25.0
mm
rx 4
0.0132
0.0188
0.0219
0.0319
0.0320
1.32
1.88
1.75
2.55
2.56
3.78
3
Zy 3
1.50
2.25
2.00
3.02
2.85
4.38
3
Sy
About y-axis 3
10 mm 10 mm 10 mm
0.0473
6
Iy
Full Section Properties
4
0.0911 4.65
6.93
3
C
0.0537 3.04 8.35 0.0359 2.36
7.93 0.0534 3.40
10.4
3
10 mm 10 mm
0.139
6
J
9.95 0.0817 4.47
10.8
10.3
mm
ry
y
x
2
4
10 mm
3
4.83
7.37
10 mm 3
Zex
0.0561 2.25
0.0824 3.30
0.0647 2.59
0.0960 3.84
0.181
0.276
6
4
10 mm
0.0132
0.0188
0.0219
0.0319
0.0251
0.0473
6
Iey
About x- and y- axis
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Mass per metre” and External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than the respective thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS4600. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
189
298
204
322
227
442
mm
Ae
Iex
Zey
1.32
1.88
1.75
2.55
2.01
3.78
103mm3
Effective Section Properties Torsion Torsion Effective Constant Modulus Section Area
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F 50 x 20 x 2.5 RHS 2.42 1.6 RHS 1.63
F 50 x 25 x 2.5 RHS 2.62 1.6 RHS 1.75
m /t
m /m
2
t
b-2r
Full Section d-2r Area
0.191 53.1
2
per t
per m
External Surface Area
Dimension and Ratios
F 75 x 25 x 2.5 RHS 3.60 1.6 RHS 2.38 F
mm mm mm
d
Designation
x
RECTANGULAR HOLLOW SECTIONS
Dimensions and Properties Grade C350L0 (Tubeline 350L0 - Type 1)
Galtube Plus Rectangular Hollow Sections
y
Galtube Plus
Dimensions and Properties Handbook
Dimensions and Properties Handbook
294 223 248 178 144 165 120 103 78.9
N S C C N C C C N
37.1 45.0 17.4 27.2 33.1 14.1 22.3 27.2 34.6
1.00 0.890 1.00 1.00 1.00 1.00 1.00 1.00 1.00
425 362 316 229 197 208 154 133 110
44.8 37.8 26.1 18.4 15.6 14.5 10.4 8.87 7.25
78.6 79.1 56.6 58.2 58.7 46.4 48.0 48.5 49.0
327 277 248 178 151 165 120 103 84.5
207 175 159 113 96.1 106 76.5 65.4 53.6
280 239 205 150 129 134 101 87.1 72.3
28.0 23.9 15.4 11.3 9.70 8.38 6.29 5.44 4.52
4530 3810 4800 3330 2810 3900 2730 2310 1880
31.3 38.0 14.7 23.0 28.0 11.9 18.8 23.0 29.3
21.8 26.0 14.9 22.0 26.2 15.1 22.1 26.3 32.7
0.774
0.779
0.561
0.574
0.579
0.461
0.474
0.479
0.483
35.6
29.9
37.7
26.2
22.1
30.6
21.4
18.2
14.8
6.0 SHS
5.0 SHS
150 x 150 x 9.0 SHS
6.0 SHS
5.0 SHS
125 x 125 x 9.0 SHS
6.0 SHS
5.0 SHS
4.0 SHS
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
409 465 C 23.9 1.00 599
64.5
77.1
465
297
392
39.2
6600
20.2
14.7
0.761
51.8
200 x 200 x 9.0 SHS
744 S
N 46.9
30.5 0.853
1.00
681
972
88.7
129
99.0
97.5
103mm3
521
750
(C,N,S)
Compactness(3) Ze
About x- and y-axis
330
477
le
450
639
103mm3
kf
56.2
79.8
106mm4
C
5730
8400
mm
J
39.7
25.8
103mm3
rx
21.7
14.6
103mm3
Sx
Properties for Design to AS 4100
0.974
103mm3
Zn
About x-, y- and n-axis Zx
Form Factor
45.0
106mm4
Ix
Torsion Modulus
y
x
65.9
mm2
Ag
Torsion Constant
n
n
6.0 SHS
0.961
t
(b-2t)
Gross Section Area
Properties
x
y
250 x 250 x 9.0 SHS
m2/t
m2/m
mm mm mm
kg/m
per t
External Surface Area
per m
b
Mass per metre
t
d
Designation
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections
shs
Square HOLLOW SECTIONS
49
50
b
t
Dimensions and Properties Handbook
56.6 49.1 36.5 38.4 33.6 28.2 22.5 18.3
C C C C C C N
18.7 27.7 12.4 15.4 19.8 27.2 33.1
1.00 1.00 1.00 1.00 1.00 1.00 1.00
62.7 47.1 48.2 42.6 36.1 28.7 24.6
3.05 2.24 2.04 1.77 1.48 1.15 0.971
33.7 34.5 27.5 28.0 28.6 29.2 29.4
49.1 36.5 38.4 33.6 28.2 22.5 19.1
31.4 23.2 24.7 21.6 18.0 14.2 12.0
40.7 30.9 30.9 27.5 23.5 19.1 16.4
1.81 1.37 1.16 1.03 0.882 0.716 0.614
1590 1150 1530 1310 1080 841 709
15.8 23.4 10.5 13.0 16.8 23.0 28.0
26.7 37.6 22.8 27.0 33.3 43.9 52.4
0.334
0.341
0.274
0.279
0.283
0.290
0.291
12.5
9.06
12.0
10.3
8.49
6.60
5.56
5.0 SHS
3.5 SHS
75 x 75 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
s
s
s
s
s
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
37.1 C 15.2 1.00 71.6 3.54 33.2
56.6
36.3
46.2
2.06
1870
12.8
22.5
0.330
14.6
89 x 89 x 6.0 SHS
s
52.6 N 37.1 1.00 53.2 2.79
39.4
41.2
26.0
35.4
1.77
1140
31.3
43.5
0.390
8.96
3.0 SHS
s
63.5 C 27.2 1.00 68.0 3.63
38.8
52.6
33.5
44.6
2.23
1480
23.0
32.9
0.383
11.6
4.0 SHS
s
73.5 C 21.3 1.00 81.4 4.42
38.3
63.5
40.5
53.1
2.66
1810
18.0
26.6
0.379
14.2
5.0 SHS
s
98.6 C 17.4 1.00 93.6
5.15
37.7
73.5
47.1
60.7
3.04
2130
14.7
22.4
0.374
16.7
6.0 SHS
C
s
103mm3
(C,N,S)
10.8 1.00 123
7.00
36.1
98.6
Compactness(3) Ze
About x- and y-axis
63.6
le
78.1
kf
3.91
103mm3
C
3000
9.11
15.4
0.361
23.5
100 x 100 x 9.0 SHS
J
Properties for Design to AS 4100
106mm4
rx
Form Factor
mm
Sx
Torsion Modulus
103mm3
Zn
About x-, y- and n-axis Zx
Torsion Constant
103mm3
Ix
Properties
y
103mm3
mm2
Ag
Gross Section Area
n
x
106mm4
t
(b-2t)
m2/t
per t
m2/m
per m
External Surface Area
kg/m
mm mm mm
d
Mass per metre
Dimension and Ratios
x
n
Square HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections - continued
y
shs
m2/t
23.1
m2/m
0.234
mm mm mm
65 x 65 x 6.0 SHS 10.1
Dimensions and Properties Handbook
20.6 16.6 14.1 14.5 13.2 11.4 9.39 8.07 5.10
C C C C C C C C N
16.9 23.3 28.4 8.50 9.47 12.4 17.4 21.3 34.6
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
26.2 21.0 18.1 17.7 16.3 14.3 11.8 10.2 7.03
0.939 0.733 0.624 0.518 0.469 0.403 0.321 0.275 0.185
24.5 25.1 25.3 17.2 17.8 18.3 19.0 19.2 19.6
20.6 16.6 14.1 14.5 13.2 11.4 9.39 8.07 5.46
13.2 10.4 8.91 9.45 8.51 7.33 5.92 5.09 3.44
17.0 14.0 12.0 11.0 10.3 9.15 7.79 6.78 4.68
0.552 0.454 0.391 0.275 0.257 0.229 0.195 0.169 0.117
921 721 609 932 814 681 541 459 303
14.3 19.7 24.0 6.33 8.00 10.5 14.7 18.0 29.3
33.6 44.1 52.6 23.8 27.9 34.2 44.7 53.1 81.7
0.243
0.250
0.251
0.174
0.179
0.183
0.190
0.191
0.195
7.23
5.66
4.78
7.32
6.39
5.35
4.25
3.60
2.38
4.0 SHS
3.0 SHS
2.5 SHS
50 x 50 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
1.6 SHS
s
s
s
s
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
24.3 C 13.0 1.00 30.6
1.12
23.9
24.3
15.6
19.6
0.638
1110
11.0
27.3
0.239
8.75
5.0 SHS
s
103mm3
27.5 C
(C,N,S)
10.5 1.00
Compactness(3) Ze
About x- and y-axis
34.2
le
Properties for Design to AS 4100
1.27
kf
Form Factor
23.4
27.5
17.8
21.7
0.706
1290
8.83
C
Torsion Modulus
y
x
103mm3
J
Torsion Constant
n
n
106mm4
mm
rx
103mm3
Sx
103mm3
Zn
About x-, y- and n-axis Zx 103mm3
Ix 106mm4
Ag
Properties
mm2
t
(b-2t)
Gross Section Area
x
y
s
kg/m
per t
External Surface Area
per m
b
Mass per metre
Dimension and Ratios
t
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections
shs
Square HOLLOW SECTIONS
51
52 6.74 5.72 4.97 4.13
3.69 1.91 1.71 1.47 1.24
C C C C
C C C C C
13.4 16.6 21.3 11.4 14.2 7.49 9.47 12.4 16.1
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
7.07 6.21 5.23 5.94 5.18 4.58 2.27 2.07 1.80 1.54
0.158 0.136 0.113 0.121 0.102 0.0889 0.0333 0.0297 0.0253 0.0212
14.9 15.1 15.4 12.1 12.8 13.1 8.74 8.99 9.24 9.44
5.72 4.97 4.13 4.86 4.23 3.69 1.91 1.71 1.47 1.24
3.61 3.13 2.61 3.16 2.67 2.33 1.21 1.08 0.926 0.780
4.66 4.11 3.47 3.68 3.40 3.02 1.47 1.35 1.19 1.02
0.0932 0.0822 0.0694 0.06 0.0595 0.0529 0.0184 0.0169 0.0148 0.0128
421 359 294 441 361 309 241 209 174 143
11.3 14.0 18.0 6.75 9.67 12.0 6.33 8.00 10.5 13.6
45.3 53.7 66.4 35.48 45.8 54.2 47.4 55.7 68.3 84.1
0.150
0.151
0.153
0.123
0.130
0.131
0.0897
0.0914
0.0931
0.0945
3.30
2.82
2.31
3.46
2.83
2.42
1.89
1.64
1.36
1.12
3.0 SHS
2.5 SHS
2.0 SHS
35 x 35 x 4.0 SHS
3.0 SHS
2.5 SHS
25 x 25 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
s
s
s
s
s
s
s
s
s
Dimensions and Properties Handbook
4.23
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
C
See note s below
103mm3
(C,N,S)
9.47 1.00 8.33
10 mm
10 mm
Compactness(3) Ze
0.192
3
mm
3
14.2
10 mm 4
6.74
10 mm 6
4.36
10 mm 3
About x- and y-axis
5.26
10 mm 3
le
0.105
mm 3
kf
521
3
C
8.00
3
J
m /t 3
rx
34.9
4
Sx
Properties for Design to AS 4100
m /m
2
6
Zn
About x-, y- and n-axis Zx
Form Factor
0.143
2
Ix
Torsion Modulus
kg/m
Ag
Torsion Constant
4.09
2
t
(b-2t)
Properties
40 x 40 x 4.0 SHS
per t
per m
t
Gross Section Area
y
x
mm mm mm
b
External Surface Area
n
n
s
d
Mass per metre
Dimension and Ratios
x
y
Square HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections - continued
shs
Dimensions and Properties Handbook
16.0 38.4 33.6 28.2 22.2 17.0 27.5 24.3 20.6 16.6 13.7
C C C N N C C C C N
14.1 17.4 22.5 30.9 37.6 11.9 14.8 19.1 26.4 32.2
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
48.2 42.6 36.1 28.7 24.6 34.2 30.6 26.2 21.0 18.1
2.04 1.77 1.48 1.15 0.971 1.27 1.12 0.939 0.733 0.624
27.5 28.0 28.6 29.2 29.4 23.4 23.9 24.5 25.1 25.3
38.4 33.6 28.2 22.5 19.1 27.5 24.3 20.6 16.6 14.1
24.7 21.6 18.0 14.2 12.0 17.8 15.6 13.2 10.4 8.91
30.9 27.5 23.5 19.1 16.4 21.7 19.6 17.0 14.0 12.0
1.16 1.03 0.882 0.716 0.614 0.706 0.638 0.552 0.454 0.391
1530 1310 1080 841 709 1290 1110 921 721 609
10.5 13.0 16.8 23.0 28.0 8.83 11.0 14.3 19.7 24.0
22.8 27.0 33.3 43.9 52.4 23.1 27.3 33.6 44.1 52.6
0.274
0.279
0.283
0.290
0.291
0.234
0.239
0.243
0.250
0.251
12.0
10.3
8.49
6.60
5.56
10.1
8.75
7.23
5.66
4.78
75 x 75 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
65 x 65 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
52.1
34.0
859
1.09
24.1
17.6
28.0
35.6
1.70
36.2
0.878
45.6
S
22.3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450 MPa (fy = 450 MPa), a minimum tensile strength of 500 MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
S
57.7
0.696
29.6
1.38
35.8
22.8
14.3
19.7
0.889
694
43.0
64.8
0.353
5.45
2.0 SHS
0.351
34.4
6.74
90 x 90 x 2.5 SHS
51.9 S 42.0 0.952
53.2
2.79
39.4
41.2
26.0
35.4
1.77
1140
31.3
43.5
0.390
8.96
3.0 SHS
63.5 N 30.9
1.00
68.0
3.63
38.8
52.6
33.5
44.6
2.23
1480
23.0
32.9
0.383
11.6
4.0 SHS
73.5 C 24.1
1.00
81.4
4.42
38.3
63.5
40.5
53.1
2.66
1810
18.0
26.6
0.379
14.2
C
5.0 SHS
103mm3
(C,N,S)
19.7
1.00
93.6
5.15
37.7
73.5
47.1
60.7
3.04
2130
14.7
22.4
103mm3
106mm4
mm
103mm3
0.374
Compactness(3) Ze
About x- and y-axis
16.7
le
103mm3
kf
103mm3
C
106mm4
J
100 x 100 x 6.0 SHS
rx
mm2
Sx
Properties for Design to AS 4100
m2/t
Zn
About x-, y- and n-axis Zx
Form Factor
m2/m
Ix
Torsion Modulus
kg/m
b
Ag
Torsion Constant
mm mm mm
d t
(b-2t)
Gross Section Area
y
x
per t
External Surface Area
n
n
per m
Mass per metre
Properties
x
y
t
Designation
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Square Hollow Sections
DuraGal® shs Square HOLLOW SECTIONS
53
54
Dimensions and Properties Handbook
13.2 11.4 9.39 8.07 4.74 6.74 5.72 4.97 4.23 3.69 3.09 2.57 1.91 1.71 1.47 1.24
C C C C N C C C C C C C C C C C
14.1 19.7 24.1 39.2 10.7 15.2 18.8 13.0 16.1 20.8 26.7 8.50 10.7 14.1 18.3
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
16.3 14.3 11.8 10.2 7.03 8.33 7.07 6.21 5.18 4.58 3.89 3.26 2.27 2.07 1.80 1.54
0.469 0.403 0.321 0.275 0.185 0.192 0.158 0.136 0.102 0.0889 0.0741 0.0611 0.0333 0.0297 0.0253 0.0212
18.3 19.0 19.2 19.6 14.2 14.9 15.1 12.8 13.1 13.3 13.5 8.74 8.99 9.24 9.44
13.2 11.4 9.39 8.07 5.46 6.74 5.72 4.97 4.23 3.69 3.09 2.57 1.91 1.71 1.47 1.24
7.33 5.92 5.09 3.44 4.36 3.61 3.13 2.67 2.33 1.95 1.62 1.21 1.08 0.926 0.780
9.15 7.79 6.78 4.68 5.26 4.66 4.11 3.40 3.02 2.58 2.16 1.47 1.35 1.19 1.02
0.229 0.195 0.169 0.117 0.105 0.0932 0.0822 0.0595 0.0529 0.0451 0.0379 0.0184 0.0169 0.0148 0.0128
681 541 459 303 521 421 359 361 309 254 207 241 209 174 143
10.5 14.7 18.0 29.3 8.00 11.3 14.0 9.67 12.0 15.5 19.9 6.33 8.00 10.5 13.6
34.2 44.7 53.1 81.7 34.9 45.3 53.7 45.8 54.2 66.8 82.7 47.4 55.7 68.3 84.1
0.183
0.190
0.191
0.195
0.143
0.150
0.151
0.130
0.131
0.133
0.135
0.0897
0.0914
0.0931
0.0945
5.35
4.25
3.60
2.38
4.09
3.30
2.82
2.83
2.42
1.99
1.63
1.89
1.64
1.36
1.12
4.0 SHS
3.0 SHS
2.5 SHS
1.6 SHS
40 x 40 x 4.0 SHS
3.0 SHS
2.5 SHS
35 x 35 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
25 x 25 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 Hollow Sections have a minimum yield stress of 450 MPa (fy = 450 MPa), a minimum tensile strength of 500 MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
103mm3
(C,N,S)
10.7 1.00
10 mm
10 mm
mm
17.8
10 mm
10 mm
8.51
10 mm
Compactness(3) Ze
10.3
10 mm 3
0.257
mm 3
814
6
About x- and y-axis
8.00
3
le
m /t 3
kf
27.9
3
C
m /m 3
J
0.179
3
rx
6.39
4
Sx
Properties for Design to AS 4100
kg/m 6
Zn
About x-, y- and n-axis Zx
Form Factor
50 x 50 x 5.0 SHS
2
Ix
Torsion Modulus
mm mm mm
Ag
Torsion Constant
4
t
(b-2t)
Gross Section Area 3
per t
per m
t
External Surface Area
y
x
2
b
Mass per metre
n
n
2
d
Designation
Properties
x
y
Square HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Square Hollow Sections
DuraGal® shs
Dimensions and Properties Handbook
1.63
1.38
1.12
0.873
1.6 SHS
30 x 30 x 1.6 SHS
25 x 25 x 1.6 SHS
20 x 20 x 1.6 SHS
1.88
2.42
1.6 SHS
35 x 35 x 2.5 SHS
0.0745
0.0945
0.115
0.135
0.131
0.155
0.151
0.195
0.191
0.255
85.4
84.1
83.3
82.7
54.2
82.3
53.7
81.7
53.1
81.2
52.6
9.79
13.2
16.7
20.1
10.6
23.6
12.7
30.5
16.8
40.8
23.1
t
(b-2r)
102
131
160
189
298
218
346
276
442
363
586
mm2
Af
Full Section Area
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.243
0.378
106mm4
Ix
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
7.46
11.6
103mm3
Zx
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
103mm3
Zn
0.697
1.14
1.69
2.36
3.58
3.13
4.81
4.99
7.80
8.61
13.6
103mm3
Sx
About x-, y- and n-axis
Full Section Properties
n
7.47
9.51
11.6
13.6
13.1
15.6
15.2
19.7
19.3
25.8
25.4
mm
rx
x
0.00959
0.0195
0.0346
0.0561
0.0860
0.0848
0.132
0.169
0.266
0.377
0.601
106mm4
J
Torsion Constant
y
y
x
0.864
1.43
2.15
3.01
4.45
4.01
6.02
6.45
9.89
11.2
17.5
103mm3
C
Torsion Modulus
n
102
131
160
189
298
218
346
276
442
308
586
mm2
Ae
Effective Section Area
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.215
0.378
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
6.61
11.6
103mm3
Zex
Zen
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
103mm3
About x- and y-axis 106mm4
Iex
Effective Section Properties
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/nzs 4600. 3. All columns of the table (except for “Mass per metre” and “External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than respective thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
2.38
2.82
1.6 SHS
3.60
50 x 50 x 2.5 SHS
F
40 x 40 x 2.5 SHS
3.13
1.6 SHS
F
4.78
65 x 65 x 2.5 SHS
F
0.251
m2/t
m2/m
kg/m
b
mm mm mm
d
per t
External Surface Area
per m
Mass per metre
Dimension and Ratios
t
Designation
Dimensions and Properties Grade C350L0 (Tubeline 350L0 – Type 1)
Galtube Plus Square Hollow Sections
Galtube Plus Square HOLLOW SECTIONS
55
56
100
100 x 45 TFB
45
65
mm
bf
6.0
8.5
mm
tf mm
4.0
Dimensions and Properties Handbook
320
320
320
1
1
Form Factor kf
C
C
Compactness
About x-axis
34.1
80.3
3
10 mm
Zex 3
3.0
4.0
mm
r2
About y-axis
22.0
21.6
tw
d1
C
C
Compactness
88
108
d1
Depth Toe Between Radii Flanges
5.3
15.6
10 mm 3
Zey
3.42
3.53
2tf
3
(bf-tw) 2
10 mm
10 mm
1.46
4.34 29.2
69.4
3
Zx 4
Ix 6
100 x 45 TFB
125 x 65 TFB
Designation
bf
360
360
MPa
fy
Flange
3
360
360
MPa
fy
Web
34.1
80.3
tw
3
39.9
50.9
mm
rx
r1 r 2
1
1
Form Factor kf
98˚
10 mm 3
Sx
About x-axis
AS 3679.1-350
917
1670
mm
Ag
Gross Area of Cross Section
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
320
MPa
MPa
100 x 45 TFB
fy
fy
125 x 65 TFB
Designation
Web
Flange
OneSteel-300PLUS
7.0
8.0
mm
5.0
r1
tw
Properties for Assessing Section Capacity
7.2
mm
125
kg/m
125 x 65 TFB 13.1
d
Mass Depth per Flange Flange Web Root of metre Section Width Thickness Thickness Radii
d
= =
ly 4
3
3.53
10.4
10 mm 3
Zy
C
C
Compactness
3
34.1
80.3
103mm3
Zex
6.0
17.2
10 mm 3
Sy
About y-axis
x
About x-axis
0.0795
0.337
6
10 mm
tf
d1
tf
10 mm
C
C
10 mm6
Iw 9
5.3
15.6
103mm3
Zey
0.0176
1.14
About y-axis
11.6
40.2
Compactness
9.31
14.2
J 3
ry
4
Torsion Warping Constant Constant
x
mm
y
y
Taper Flange Beams
Designation
OneSteel-300PLUS
Dimensions and Properties
Joists – Taper Flange Beams
bf-tw 2
Joists
165.00 92.90 86.5 32.9 91.8 59.3 4.420 124.0 475 424 63.20 4080 8.97
51.3
282
13.0
5.5
8.0
149
298
32.0
310UB
197.00 157.0 38.3 142.0 92.7 7.650 129.0 633 569 86.40 5210
7.79
46.5
284
11.4
6.1
10.2
165
304
40.4
310UB
237.00 233.0 39.0 166.0 109.0 9.01 130.0 729 354 100.00 5930
6.75
42.3
284
11.4
6.7
11.8
166
307
46.2
310UB
284.00 161.0 37.6 146.0 94.7 8.100 146.0 777 689 121.00
5720
8.46
48.2
333
11.4
6.9
9.7
171
352
44.7
360UB
330.00 241.0 38.5 173.0 9.600 112.0 148.0 897 798 142.00
6470
7.12
45.6
333
11.4
7.3
11.5
171
356
50.7
360UB
394.00 338.0 39.0 198.0 11.000 128.0 149.0 1010 899
161.00
7240
6.31
41.6
333
11.4
8.0
13.0
172
359
56.7
360UB
467.00 234.0 38.6 179.0 10.300 115.0 165.0 1060 933
188.00
6890
7.82
50.1
381
11.4
7.6
10.9
178
403
53.7
410UB
708.00 337.0 39.7 209.0 12.100 135.0 168.0 1200
216.00 1060
7640
6.65
48.8
381
11.4
7.8
12.8
178
406
59.7
410UB
815.00 378.0 41.2 238.0 14.500 153.0 186.0 1480
296.00 1300
8580
7.15
50.4
428
11.4
8.5
12.7
190
454
67.1
460UB
919.00 530.0 41.8 271.0 16.600 175.0 188.0
1660
335.00 1460
9520
6.24
47.1
428
11.4
9.1
14.5
190
457
74.6
460UB
1330.00 701.0 42.2 303.0 18.600 195.0 188.0
1840
372.00 1610
10500
5.66
43.3
428
11.4
9.9
16.0
191
460
82.1
460UB
1590.00 526.0 43.8 301.0 20.100 193.0
213.0
2070
477.00 1810
10500
7.55
52.3
502
14.0
9.6
13.2
209
528
82.0
530UB
2530.00 775.0 44.9 355.0 23.800 228.0
217.0
2370
554.00 2080
11800
6.37
49.2
502
14.0
10.2
15.6
209
533
92.4
530UB
2980.00 790.0 47.5 402.0
2900
761.00 2530
13000
7.34
54
572
14.0
10.6
14.8
228
602
101.0
610UB
29.300 257.0
246.0
3290
875.00 2880
14500
6.27
51.1
572
14.0
11.2
17.3
228
607
113.0 242.0
249.0
3680
986.00 3230
16000
5.54
48.1
572
14.0
11.9
19.6
229
612
125.0
3450.00
Iw
1140.0
Sy
1560.0
Zy
48.7
ly 106mm4
49.6
rx mm
610UB
106mm4 103mm3 103mm3
610UB
mm2
mm
r1 mm
tw mm
mm
mm
mm
469.0
Sx
Torsion Warping Constant Constant
536.0
Zx
About y-axis
34.300 300.0
Ix
About x-axis
39.300 343.0
Ag
Gross Area of Cross Section
109mm6
tw
(bf-tw) 2tf
J
d1
d1
y
x
103mm4
tf
Depth Between Flanges
tf
x
ry
bf
Root Radii
r1
d1
y
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
bf
tw
tf
103mm3 103mm3
Mass per metre
d
bf-tw 2
kg/m
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Beams
UB
Dimensions and Properties Handbook
UNIVERSAL BEAMS
57
58 3.56 2.53 28.1 16.6 20.8 13.2 0.495 61.1 102 88.8 6.66 1780
5.00
27.2
136
8.0
5.0
7.0
75
150
14.0
150UB
5.88 60.5 17.1 28.2 17.9 0.672 62.8 135 117 9.05
2300
3.63
22.7
136
8.0
6.0
9.5
75
155
18.0
150UB
6.80 31.5 20.4 29.4 19.0 0.853 72.0 138 123 10.60
2040
6.11
35.3
159
8.9
4.5
7.0
90
173
16.1
180UB
8.71 44.8 20.6 33.7 21.7 0.975 72.6 157 139
12.10
2300
5.31
31.8
159
8.9
5.0
8.0
90
175
18.1
180UB
10.40 81.6 20.8 42.3 27.1 1.220 73.6 195 171
15.30
2820
4.20
26.5
159
8.9
6.0
10.0
90
179
22.2
180UB
26.00 38.6 22.1 35.7 23.0 1.140 82.6 180
160
15.80
2320
6.75
40.9
184
11.0
4.5
7.0
99
198
18.2
200UB
29.20 45.0 31.0 63.4 41.3 2.750 85.5 231
208
21.00
2870
9.14
37.5
188
8.9
5.0
7.0
133
202
22.3
200UB
37.60 62.7 30.8 70.9 46.1 3.060 85.4
260
232
23.60
3230
8.15
32.3
188
8.9
5.8
7.8
133
203
25.4
200UB
36.7 105.0 31.8 88.4 57.5 3.860 87.3
316
281
29.10
3820
6.65
29.8
188
8.9
6.3
9.6
134
207
29.8
200UB
65.90 67.4 27.9 63.6 41.1 2.550
104.0
319
285
35.4
3270
7.44
46.4
232
12.0
5.0
8.0
124
248
25.7
89.3 33.4 94.2 61.2 4.470
105.0
250UB
85.20 158.0 34.5 119.0 77.5 5.660
108.0
397
354
44.50
4010
8.13
38.4
234
8.9
6.1
8.6
146
252
31.4
250UB
Iw
486
435
55.70
4750
6.40
36.6
234
8.9
6.4
10.9
146
256
37.3
250UB
Sy
109mm6
Zy
J
106mm4 103mm3 103mm3
103mm4
ly
Torsion Warping Constant Constant ry
rx
About y-axis
y
x
mm
Sx
tf
x
103mm3 103mm3
Zx
r1
d1
106mm4
Ix
bf
tw
y
mm
Ag mm2
mm
r1
tw
About x-axis
mm
d1
Gross Area of Cross Section
tw
(bf-tw) 2tf
mm
tf
d1
mm
bf
Depth Between Flanges
mm
Root Radii
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
kg/m
Mass per metre
d
tf
UNIVERSAL BEAMS
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Beams - continued
bf-tw 2
UB
Dimensions and Properties Handbook
Dimensions and Properties Handbook
386.0 342.0 289.0 292.0 262.0 230.0 203.0 172.0 193.0 168.0 139.0 163.0 138.0 85.7
C C C C C C C N C C N C N N
2900 2370 2070 1840 1660 1480 1200 1050 1010 897 762 729 629 462
C C C C C C C N C C N C N N
0.867 0.907 0.880 0.956 0.926 0.901 0.918 0.894 0.974 0.943 0.911 0.972 0.936 0.898
360 360 360 360 360 360 360 360 360 360 360 360 360 360
340 340 340 340 340 340 340 360 340 340 360 340 360 360
610UB 530UB 530UB 460UB 460UB 460UB 410UB 410UB 360UB 360UB 360UB 310UB 310UB 310UB
386.0 342.0 289.0 292.0 262.0 230.0 203.0 173.0 193.0 168.0 140.0 163.0 139.0 86.9
C C C C C C C C C C N C C N
2900 2370 2070 1840 1660 1480 1200 1060 1010 897 770 729 633 467
C C C C C C C C C C N C C N
0.888
0.928
0.902
0.979
0.948
0.922
0.938
0.913
0.996
0.963
0.930
0.991
0.952
0.915
320
320
320
320
320
320
320
320
320
320
320
320
320
320
300
300
300
300
300
300
300
320
300
300
320
300
320
320
101.0
92.4
82.0
82.1
74.6
67.1
59.7
53.7
56.7
50.7
44.7
46.2
40.4
32.0
610UB
530UB
530UB
460UB
460UB
460UB
410UB
410UB
360UB
360UB
360UB
310UB
310UB
310UB
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
451.0 C 3290 C
0.891
340
340
610UB
451.0
C
3290
C
0.926
300
280
113.0
610UB
103mm3
515.0 C 3680
C
0.916
MPa
10 mm
Zey
340
Compactness
MPa
3
340
3
Zex
610UB
10 mm
Compactness
515.0
Form Factor kf
C
fy
3680
fy
C
10 mm 3
Designation
0.950
3
Zey
About y-axis
MPa 3
Compactness
About x-axis
300
3
Zex
Web
y
x
MPa
Compactness
Flange
AS 3679.1-350
x
280
Form Factor kf
About y-axis
tf
d1
y
kg/m
fy
fy
About x-axis
bf
r1
tw
tf
125.0
Mass per metre
Web
Flange
d
bf-tw 2
610UB
Designation
OneSteel-300PLUS
Properties for Design
Universal Beams
UB
UNIVERSAL BEAMS
59
60 116.0 91.4
C N C
486 395 319 316
C N C C N
1.000
1.000
0.949
1.000
1.000
1.000
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
37.3
31.4
25.7
29.8
25.4
22.3
18.2
22.2
18.1
250UB
250UB
200UB
200UB
200UB
200UB
180UB
180UB
180UB
Dimensions and Properties Handbook
90.3 61.7 86.3 68.0 59.4 34.4 40.7 32.5 28.4 26.9 19.8
C C N N C C C C C C
392 319 316 257 225 180 195 157 138 135 102
C C N N C C C C C C
0.932 1.000 1.000 1.000 0.970 1.000 1.000 1.000 1.000 1.000
360 360 360 360 360 360 360 360 360 360
360 360 360 360 360 360 360 360 360 360
250UB 200UB 200UB 200UB 200UB 180UB 180UB 180UB 150UB 150UB
61.7 86.3 68.8 60.3 34.4 40.7 32.5 28.4 26.9 19.8
C N N C C C C C C
259 227 180 195 157 138 135 102
N C C C C C C
0.990
1.000
1.000
1.000
1.000
1.000
320
320
320
320
320
320
320
320
320
16.1
18.0
14.0
150UB
150UB
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
116.0 C N
486 C N
0.991
Zey 103mm3
1.000
Compactness
360
Zex 103mm3
360
Compactness
360
Form Factor kf
About y-axis
360
fy
x
250UB
fy
y
About x-axis
x
250UB
Designation
tf
d1
MPa
103mm3
250UB
Zey
r1
Web
bf
tw
y
MPa
103mm3
Compactness
MPa
Zex
MPa
Compactness
kg/m
Form Factor kf
fy
Flange
AS 3679.1-350
d
tf
UNIVERSAL BEAMS
Designation
fy
About y-axis
Mass per metre
About x-axis
Web
Flange
OneSteel-300PLUS
Properties for Design
Universal Beams - continued
bf-tw 2
UB
2390.0 1980.0 1560.0 713.0 557.0 195.0 166.0 142.0 39.6 30.8 21.1 2.3
1630.0 928.0 1040.0 586.0 477.0 325.0 228.0 197.0 109.0 50.2 34.9
77.5 76.7 65.2 64.5 51.7 51.5 51.0 38.5 38.1 36.6 24.5
893.0 725.0 575.0 463.0 303.0 264.0 230.0 139.0 112.0 80.2 35.2
72.90 478.0 48.40 378.0 38.80 306.0 20.40 199.0 17.70 174.0 15.30 151.0 91.0 73.4 52.4 22.9
7.01 5.62 3.98 1.14
223.00 1450.0 1600.0 134.0 143.00 1100.0 1230.0 112.0 992.0 111.0 89.7 89.1 88.2 68.4 67.5 65.1 41.1
656.0 570.0 500.0 310.0 250.0 184.0 74.4
897.0 584.0 512.0 451.0 274.0 223.0 166.0 65.6
114.00 61.30 52.80 45.90 22.20 17.60 12.60 3.18
12400 11400 9320 7620 6660 5900 4730 3860 2980 1890
9.58 7.10 8.64 6.89 7.84 8.90 6.34 7.79 10.70 6.71
21.5 26.2 19.5 22.7 24.8 17.1 21.0 22.8 16.6
225 181 181 181 139 139 139 83
11.4 11.4 11.4 8.9 8.9 8.9 10.0
8.0 7.3 8.1 6.6 6.1 5.0
11.0
11.5
9.4
6.8
7.0
154
153
152
99
158
152
97
23.4
14.8
Iw
90.20 588.0
Sy
277.00 1760.0 1960.0 136.0
Zy
7.89
23.3 28.0
277 277 225
16.5 16.5 14.0 14.0
11.9 9.9 10.5 8.6 9.3
18.7
15.4
17.3
14.2
14.2
12.5
307
305
256
254
205
204
203
315
308
260
254
210
206
203
162
118.0
96.8
89.5
72.9
59.5
52.2
46.2
37.2
30.0
310UC
310UC
250UC
250UC
200UC
200UC
200UC
150UC
150UC
150UC
100UC
103mm3
15000
Iy 106mm4
2860.0
rx mm
2520.0
103mm3
3810.0
103mm3
78.2
17500
6.80
20.1
277
16.5
13.8
21.7
309
321
137.0
310UC
106mm4
78.9
20100
5.91
17.7
277
16.5
15.7
25.0
311
327
158.0
310UC
mm2
mm
mm
mm
mm
mm
mm
r1
tw
107.00 691.0 1050.0
Sx
Torsion Warping Constant Constant
125.00 807.0 1230.0
Zx
About y-axis
329.00 2050.0 2300.0 137.0
lx
About x-axis
388.00 2370.0 2680.0 139.0
Ag
Gross Area of Cross Section
109mm6
tw
(bf-tw) 2tf
J
d1
d1
y
x
103mm4
tf
Depth Between Flanges
x
y
ry
bf
Root Radii
tf
d1
tf
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
bf
r1
tw
bf-tw 2
103mm3
Mass per metre
d
kg/m
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Columns
UC
Dimensions and Properties Handbook
UNIVERSAL columns
61
62
Dimensions and Properties Handbook
137.0 109.0 72.3 34.4
N N C
248.0 174.0 74.4
N N C
1 1 1
360 360 360
360 360 360
150UC 150UC 100UC
110.0 73.5 34.4
C N C
250.0 176.0 74.4
C N C
1
1
1
320
320
320
320
320
320
30.0
23.4
14.8
150UC
150UC
100UC
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
220.0 C 310.0 C 1 360 340 150UC
137.0
C
310.0
C
1
320
300
37.2
150UC
260.0 N 490.0 N 1 360 340
200UC
223.0
N
494.0
N
1
320
300
46.2
200UC
299.0 N 569.0 N 1 360 340
200UC
260.0
C
570.0
C
1
320
300
52.2
200UC
448.0 C 656.0 C 1 360 340
200UC
299.0
C
656.0
C
1
320
300
59.5
200UC
567.0 N 977.0 N 1 360
340
250UC
454.0
N
986.0
N
1
320
300
72.9
250UC
684.0 C 1230.0 C 1 360
340
250UC
567.0
C
1230.0
C
1
320
280
89.5
250UC
878.0 N 1550.0 N 1
360
340
310UC
694.0
N
1560.0
N
1
320
300
96.8
310UC
1040.0 N 1950.0 N 1
340
340
310UC
882.0
C
1960.0
C
1
300
C 2300.0 C
280
1210.0 C 2680.0 C
118.0
Zey 103mm3
1
Compactness
1
310UC
Zex 103mm3
340
Compactness
340
Form Factor kf
About y-axis
340
fy
y
x
340
fy
About x-axis
x
310UC
1040.0
C
2300.0
C
1
300
280
137.0
Designation
tf
d1
310UC
1210.0
C
2680.0
C
1
300
280
158.0
310UC
103mm3
Zey
310UC
Compactness
Web
tw
MPa
103mm3
Zex
Flange
AS 3679.1-350
bf
r1
y
MPa
Compactness
MPa
Form Factor kf
MPa
fy
fy
About y-axis
kg/m
Mass per metre
About x-axis
d
tf
UNIVERSAL columns
Designation
Web
Flange
OneSteel-300PLUS
Properties for Design
Universal Columns
bf-tw 2
UC
T&P
Tube and Pipe The following pages provide a schedule of the descriptions, outside diameters, and wall thicknesses of pipe and tube, normally available from our stock or obtainable from our overseas suppliers.
tube and pipe
These tables have been prepared as a quick reference guide to assist you to obtain the greatest benefit from our extensive stock range of material, and we hope it will enable you to specify to your requirements more exactly in cases where the outside diameters are not mentioned in the normal descriptions of our stock material. Mechanical property data has also been added for those instances where the pipe or tube is intended for a structural application. In instances where mechanical property data has not been included. Should you require this information, please us on 0800 478 335.
Standards for this Section BS 1387 Steel Tubes and Tubulars Suitable for Screwing to BS 21 Pipe Threads Applies to welded, plain end, screwed and socketed tubes from 6NB to 150NB. It describes the quality of material, workmanship and testing together with galvanising, packaging and marking. The weights and dimensions of tube to BS 1387 are also in accordance with ISO R65. AS 1074 is the Australian equivalent. BS 3059: 1987 Steel Boiler and Superheater Tubes This standard is in two parts. Part 1 is for low tensile carbon steel tubes without specified elevated temperature properties. Part 2 covers Carbon, alloy and austenitic stainless steel tubes with specified elevated temperature properties. (There is no Australian Standard equivalent to BS 3059 but tubes of equal properties are covered by AS 1835 and AS 1836.) BS 3601: 1987 Steel Pipes and Tubes for Pressure Purposes Carbon steel with specified room temperature properties. Specifies the material properties and tests for different methods of manufacture. These pipes are intended for use in pipelines or similar services and are subject to the pressure and temperature limitations shown in the appropriate application standard. (There is no direct Australian equivalent but tubes of equal qualities are covered by AS 1835 and AS 1836.) BS 3602: 1987 Steel Pipes and Tubes for Pressure Purposes Carbon and carbon manganese steel with specified elevated temperature properties. This standard covers the same technical requirements as BS 3601 but makes special mention of values at elevated temperatures and stress rupture values. (Some tubes in AS 1836 will meet the requirements of BS 3602.) ASTM A106 Seamless Line & API 5LB ERW Line Pipe Covers manufacturing, heat treatment, marking and chemical and tensile requirements. ASTM A106 is the American equivalent to Seamless BS 3602 and is intended primarily for pressure temperature applications. API 5L Specification for Line pipe is a comprehensive standard which covers everything from testing down to dimensions and as its title implies is intended for pipe line reticulation of oil and gas. In certain specific areas it can be used for pressure temperature duties. ERW Tube AS 1450-1983 Steel Tubes for Mechanical Purposes This standard specifies the technical requirements for the production and supply of carbon and carbonmanganese steel tubes of round, square, rectangular or other non-circular cross-section, produced by either cold-forming or hot-forming, and intended for use in mechanical applications.
Dimensions and Properties Handbook
63
64
160 MPa (min.)
215 MPa (max.)
290 to 330 MPa
41 to 55%
Tensile stress
Elongation
Dimensions and Properties Handbook
P
S
V
Si
Phosphorous
Sulphur
Vanadium
Silicon
0.010% max.
0.010% max.
0.030 max.
0.022% max.
Mn 0.17 to 0.24% max.
Manganese
0.02 to 0.064% max.
C
Carbon
Specified Chemical Composition - (Ladle Analysis)
165 to 205 MPa
Yield stress
Normal range of Mechanical Properties of strip
Tensile stress 285 MPa (min.) 340 MPa (max.) Elongation (min.) 0.6 < 1.0mm = 41%, 1.0 < 1.6mm = 43%, 1.6mm + = 45%
Yield stress
Specified Mechanical Properties of Strip
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
12.7 x 12.7 x 1.2 12.7 x 12.7 x 1.6 16.0 x 16.0 x 1.2 16.0 x 16.0 x 1.6 16.0 x 16.0 x 2.0 19.0 x 19.0 x 1.2 19.0 x 19.0 x 1.6 19.0 x 19.0 x 2.0 22.2 x 22.2 x 1.2 22.2 x 22.2 x 1.6
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
31.8 x 31.8 x 1.2 31.8 x 31.8 x 1.6 31.8 x 31.8 x 2.0 35.0 x 35.0 x 1.2 35.0 x 35.0 x 1.6 35.0 x 35.0 x 2.0 38.0 x 38.0 x 1.2 38.0 x 38.0 x 2.0 51.0 x 51.0 x 1.6
5.5
25.4 x 25.4 x 1.6 25.4 x 25.4 x 2.0
5.5
5.5
25.4 x 25.4 x 1.4
25.4 x 25.4 x 1.2
5.5
5.5
9.5 x 9.5 x 1.6
22.2 x 22.2 x 2.0
5.5
LN(m)
9.5 x 9.5 x 1.2
Size(mm)
ERW Square Tube
ERW Size Range
2.44
2.25
1.37
2.03
1.64
1.37
1.89
1.53
1.16
1.47
1.19
1.05
0.91
1.31
1.07
0.81
1.11
0.89
0.68
0.92
0.72
0.55
0.58
0.49
0.40
0.34
Kg/m
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
25.4 x 12.7 x 1.6 31.8 x 16.0 x 1.6 35.0 x 19.0 x 1.2 35.0 x 19.0 x 1.6 35.0 x 19.0 x 2.0 38.0 x 25.4 x 1.6 51.0 x 25.4 x 1.2 51.0 x 25.4 x 1.6 51.0 x 25.4 x 2.0
3.03
2.25
1.82
1.37
1.87
1.57
1.27
0.97
1.19
0.89
0.68
Kg/m
Refer to Tube and Pipe Quick Reference Tables
ERW Round Tube
5.5
5.5
63.5 x 38.0 x 2.0
LN(m)
Size(mm) 25.4 x 12.7 x 1.2
ERW Rectangular Tube
tube and pipe
When forming steel strip into tubular sections, the mechanical properties are affected. The extent of this effect depends on the specific dimensions of tube being produced and particularly the tube diameter to thickness ratio. In general during tube forming, the yield stress will be substantially increased, the tensile strength slightly increased and elongation reduced.
The following mechanical properties quoted are for the mild steel strip prior to being manufactured into tubular sections.
Technical Specifications
ERW Welded Tube
T&P
Dimensions and Properties Handbook
Minimum thickness not more than Minimum thickness not more than 5% below nominal thickness 5% below nominal thickness
Straightness - 1 in 1000 measured over the total length
Wall
Straightness
Straightness - 1 in 1500 measured over the total length
< 45mm > 45mm
< 75mm 75-100mm > 100mm
Outside Diameter
+ 0.25mm - 0 + 0.30mm - 0
180-220 BHN 40 Joules min. at -20ºC
200-240 BHN 20 Joules min. at +20ºC
+ 1.00mm - 0 + 1.20mm - 0 + 1.40% - 0
N/mm2 550/700 N/mm2 430 410 400 20%
N/mm2 600/750 N/mm2 480 460 440 18%
Cold Reduced
Wall thickness < 16mm > 16-30mm > 30mm
Normalised condition
Hot Rolled condition
Hot Rolled
Tolerances
Longitudinal Charpy ISO “V” impact test
Hardness
Elongation A min. 5.65 √So
Rp 0.2 min.
Yield Stress
Strength Rm
Ultimate Tensile
Mechanical Properties
Hollow Bar
T&P
tube and pipe
65
66
114.3
141.3
168.3
219.1
273.0
323.8
355.6
406.4
457.2
100
125
150
200
250
300
350
400
450
73.0
50
88.9
60.3
40
80
48.3
32
65
33.4
42.2
25
2.77
Dimensions and Properties Handbook
6.35
6.35
6.35
3.40
3.05
3.05
3.05
2.77
2.77
2.77
7.92
7.92
7.92
6.35
6.35
7.04
11.13
9.53
9.53
8.38
7.80
9.53
9.53
9.53
9.53
9.27
8.18
7.11
6.55
6.02
5.49
5.16
3.91
3.68
3.56
3.38
2.87
2.77
21.3
26.7
15
20
2.31
17.1
10
2.24
1.73
13.7
6.35
30
Std Wt
8
2.11
20
mm
10.3
6
10
Schedule
O.D.
Nom. Pipe mm
Units used = millimetres
ANSI B36.10
14.27
12.70
11.13
10.31
9.27
8.18
7.11
6.55
6.02
5.49
5.16
3.91
3.68
3.56
3.38
2.87
2.77
2.31
2.24
1.73
40
19.05
16.66
15.09
14.27
12.70
10.31
60
Schedule
Identification of Tube Wall Thicknesses
12.70
12.70
12.70
12.70
12.70
12.70
10.97
9.53
8.56
7.62
7.01
5.54
5.08
4.85
4.55
3.91
3.73
3.20
3.02
2.41
Extra Strong 80
23.83
21.44
19.05
17.48
15.09
12.70
10.97
9.53
8.56
7.62
7.01
5.54
5.08
4.85
4.55
3.91
3.73
3.20
3.02
2.41
29.36
26.19
23.82
21.44
18.26
15.09
100
34.93
30.96
27.79
25.40
21.44
18.26
14.27
12.70
11.13
120
Schedule
39.67
36.53
31.75
28.58
25.40
20.62
140
45.24
40.49
35.71
33.34
28.58
23.01
18.26
15.88
13.49
11.13
9.53
8.74
7.14
6.35
6.35
5.56
4.78
160
25.40
25.40
22.23
21.95
19.05
17.12
15.24
14.02
11.07
10.15
9.70
9.09
7.82
7.47
Double Extra Strong
450
400
350
300
250
200
150
125
100
80
65
50
40
32
25
20
15
10
8
6
Nom. Pipe mm
T&P
tube and pipe
558.8
609.6
660.4
711.2
762.0
812.8
863.6
914.1
550
600
650
700
750
800
850
900
7.92
7.92
7.92
7.92
7.92
7.92
6.35
6.35
12.70
12.70
12.70
12.70
12.70
12.70
9.53
9.53
9.53
508.0
500
6.35
20
mm
10
Schedule
O.D.
Nom. Pipe mm
Units used = millimetres
ANSI B36.10
15.88
15.88
15.88
15.88
15.88
14.27
12.70
12.70
30
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
Std Wt
19.05
17.48
17.48
17.48
15.88
15.09
40
24.61
22.23
20.62
60
Schedule
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
Extra Strong
30.96
28.58
26.19
80
Identification of Tube Wall Thicknesses - continued
38.89
34.93
32.54
100
46.02
41.28
38.10
120
Schedule
52.37
47.63
44.45
140
59.54
53.98
50.01
160
Double Extra Strong
900
850
800
750
700
650
600
550
500
Nom. Pipe mm
T&P
tube and pipe
Dimensions and Properties Handbook
67
68
Dimensions and Properties Handbook
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
10
15
20
25
32
40
48.3 48.3
42.4 42.4
33.7 33.7
26.9 26.9
21.3 21.3
17.2 17.2
13.5 13.5
3.2 4.0
3.2 4.0
3.2 4.0
2.6 3.2
2.6 3.2
2.3 2.9
2.3 2.9
mm
3.57 4.38
3.10 3.80
2.41 2.94
1.56 1.87
1.21 1.44
0.839 1.02
0.641 0.765
kg/m
14.7 18.7
16.9 21.5
21.7 27.8
22.1 27.8
28.6 36.3
31.7 41.5
42.0 55.6
MPa
2140 2710
2450 3120
3150 4030
3210 4040
4160 5270
4610 6020
6100 8070
P.S.I.
MPa
1640 10.3 2080 13.1
2100 13.2 2690 16.9
2140 13.5 2690 17.0
2770 17.5 3510 22.1
3070 19.4 4020 25.3
4070 25.6 5380 33.9
P.S.I.
9.81 1420 8.98 12.5 1810 11.4
11.3 14.4
14.5 18.5
14.7 18.5
19.1 24.2
21.2 27.7
28.0 37.1
MPa
1300 1660
1500 1910
1920 2460
1960 2460
2540 3210
2810 3680
3720 4930
P.S.I.
1740 2230
1780 2240
2300 2920
2550 3340
3380 4470
P.S.I.
8.15 1180 10.4 1500
9.37 1360 11.9 1730
12.0 15.4
12.2 15.4
15.9 20.1
17.6 23.0
23.3 30.8
MPa
150
1570 2000
1600 2010
2070 2620
2290 3000
3030 4020
P.S.I.
7.32 1060 9.30 1350
8.41 1220 10.7 1550
10.8 13.8
11.0 13.8
14.2 18.0
15.8 20.6
20.9 27.7
MPa
1830 2320
2030 2660
2690 3560
P.S.I.
6.49 942 8.24 1200
7.46 1080 9.50 1380
9.56 1390 12.2 1780
9.75 1420 12.3 1780
12.6 16.0
14.0 18.3
18.5 24.5
MPa
1640 2080
1820 2380
2410 3190
P.S.I.
5.81 843 7.38 1070
6.68 969 8.50 1230
8.56 1240 11.0 1590
8.73 1270 11.0 1590
11.3 14.3
12.5 16.4
16.6 22.0
MPa
Maximum Safe Working Pressure Metal Temperature ºC 250 300
200
1510 1920
1680 2190
2220 2940
P.S.I.
350
5.36 6.80
778 988
6.16 894 7.84 1140
7.90 1150 10.1 1470
8.05 1170 10.1 1470
10.4 13.2
11.6 15.1
15.3 20.2
MPa
1610 2100
2130 2810
P.S.I.
400
5.13 6.52
745 946
5.90 856 7.51 1090
7.56 1100 9.68 1400
7.71 1120 9.70 1410
9.99 1450 12.7 1840
11.1 14.5
14.7 19.4
MPa
Notes: 1. The above maximum recommended test and working pressures are applicable only to the pipe, if and only if • The applied loads are only from internal pressure in straight pipe. The pipeline should be ed so that bending and external loads are avoided. The pipeline must also be set up with suitable freedom of angular movement at ts and bends and with provision to accommodate thermal expansion. • The maximum working pressure is based on a design strength of 130 MPa at 50ºC, and 90% of the nominal wall thickness to allow for the minimum thickness tolerance of the relevant standard. • AS 4041 limits the maximum pressure of this type of pipe (Class 2) to 10 MPa when carrying Very Harmful Fluids (fluid type 2) and for Harmful gases (fluid type 3). This should be considered when deg pipelines. See the OneStreel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. • Use of this pipe is prohibited where the pipe contents are Lethal (AS 4041 fluid type 1). See the OneSteel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. 2. The piping system working pressures can be limited by the type of couplings or the welding class used in the design of the pipeline. 3. AS 3920.1 gives information on the hazard level of pressure piping and other pressure equipment and the QA required to certify design, manufacture and installation. 4. Pressures have been calculated in accordance with AS 4041-1998 and the draft revision ME/1/8/00-28. p=2feMtf /(D-tf) where M = 0.7 Class design factor from AS 4041 table 3.12.3 for class 2. p = Safe working pressure. tf = 0.9 x wall thickness, in mm. f = Design strengths from table D2 of AS 4041 for AS 1074 product. D = Outside diameter, in mm. e = 0.85 Weld t factor from table 3.12.2 of AS 4041 for AS 1074 ERW product. 5. No allowance has been made for corrosion, threading, grooving or machining.
Medium Heavy
8
mm
100
Circular hollow sections
Mass per Metre Black Wall Nominal Maximum Outside Thick- Plain Size Recommended Ends (DN) Quality Diameter ness Test Pressure at & Grooved Ambient Temp -45ºC to 50ºC
Medium & Heavy Pressure Pipe – Specification: AS 1074 / BS 1387
Maximum Safe Working Pressures
CHS
4.0 5.0
4.5 5.4
5.0 5.4
5.0 5.4
Medium 101.6 Heavy 101.6
100 Medium 114.3 Heavy 114.3
125 Medium 139.7 Heavy 139.7
150 Medium 165.1 Heavy 165.1
Dimensions and Properties Handbook
19.7 21.3
16.6 17.9
12.2 14.5
9.63 11.9
8.37 10.3
6.43 7.93
5.03 6.19
kg/m
1500 1890
1910 2420
P.S.I.
6.50 944 7.04 1020
7.72 1120 8.36 1210
8.52 1240 10.3 1500
8.52 1240 10.8 1560
9.79 1420 12.4 1800
10.3 13.0
13.2 16.7
MPa
P.S.I.
MPa
4.33 4.69
5.15 5.58
5.68 6.87
629 681
747 809
825 997
5.68 825 7.17 1040
6.53 948 8.25 1200
6.88 998 8.70 1260
3.97 4.29
4.71 5.10
5.20 6.29
5.20 6.56
5.98 7.55
6.30 7.96
8.78 1270 8.04 11.1 1620 10.2
MPa
576 623
684 741
755 913
755 953
867 1100
914 1160
1170 1480
P.S.I.
100 P.S.I.
3.60 3.90
4.28 4.63
4.72 5.71
4.72 5.96
5.42 6.85
523 566
621 672
685 828
685 864
787 995
5.72 829 7.22 1050
7.30 1060 9.25 1340
MPa
150 P.S.I.
3.23 3.50
3.84 4.16
4.24 5.13
4.24 5.35
4.87 6.15
5.13 6.49
469 508
558 604
615 744
615 776
707 893
745 942
6.55 951 8.31 1210
MPa
P.S.I.
2.87 3.10
3.41 3.69
3.76 4.54
3.76 4.74
4.32 5.46
4.55 5.75
416 450
494 535
546 660
546 688
627 792
661 835
5.81 843 7.37 1070
MPa
2.57 2.78
3.05 3.30
3.37 4.07
3.37 4.25
3.87 4.89
4.07 5.15
5.20 6.60
MPa
373 403
443 479
489 591
489 616
561 709
591 748
755 958
P.S.I.
Maximum Safe Working Pressure Metal Temperature ºC 250 300
200
2.37 2.56
2.81 3.05
3.10 3.75
3.10 3.92
3.57 4.50
3.76 4.75
344 372
408 442
450 545
450 568
518 654
545 689
696 883
P.S.I.
350
4.80 6.08
MPa
2.27 2.45
2.69 2.92
2.97 3.59
2.97 3.75
3.42 4.31
3.60 4.55
329 356
391 423
431 522
431 544
496 626
522 660
667 846
P.S.I.
400
4.59 5.83
MPa
Notes: 1. The above maximum recommended test and working pressures are applicable only to the pipe, if and only if • The applied loads are only from internal pressure in straight pipe. The pipeline should be ed so that bending and external loads are avoided. The pipeline must also be set up with suitable freedom of angular movement at ts and bends and with provision to accommodate thermal expansion. • The maximum working pressure is based on a design strength of 130 MPa at 50ºC, and 90% of the nominal wall thickness to allow for the minimum thickness tolerance of the relevant standard. • AS 4041 limits the maximum pressure of this type of pipe (Class 2) to 10 MPa when carrying Very Harmful Fluids (fluid type 2) and for Harmful gases (fluid type 3). This should be considered when deg pipelines. See the OneStreel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. • Use of this pipe is prohibited where the pipe contents are Lethal (AS 4041 fluid type 1). See the OneSteel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. 2. The piping system working pressures can be limited by the type of couplings or the welding class used in the design of the pipeline. 3. AS 3920.1 gives information on the hazard level of pressure piping and other pressure equipment and the QA required to certify design, manufacture and installation. 4. Pressures have been calculated in accordance with AS 4041-1998 and the draft revision ME/1/8/00-28. p=2feMtf /(D-tf) where M = 0.7 Class design factor from AS 4041 table 3.12.3 for class 2. p = Safe working pressure. tf = 0.9 x wall thickness, in mm. f = Design strengths from table D2 of AS 4041 for AS 1074 product. D = Outside diameter, in mm. e = 0.85 Weld t factor from table 3.12.2 of AS 4041 for AS 1074 ERW product. 5. No allowance has been made for corrosion, threading, grooving or machining.
4.0 5.0
90
88.9 88.9
Medium Heavy
3.6 4.5
3.6 4.5
80
76.1 76.1
60.3 60.3
Medium Heavy
Medium Heavy
mm
65
50
mm
Mass per Metre Black Wall Nominal Maximum Outside Thick- Plain Size Recommended Ends (DN) Quality Diameter ness Test Pressure at & Grooved Ambient Temp -45ºC to 50ºC
Medium & Heavy Pressure Pipe – Specification: AS 1074 / BS 1387
Maximum Safe Working Pressures - continued
CHS
Circular hollow sections
69
70
mm
1.6
1.0 1.2 1.4 1.4 1.6 2.0 1.0 1.2 1.4 1.6 1.0 1.2 1.4 1.6 1.6 2.0 2.3 2.9 1.0 1.2 1.4 1.6
mm
F 6.3
9.5
Dimensions and Properties Handbook
13.5
F
0.210 0.246 0.280 0.280 0.312 0.370 0.249 0.293 0.335 0.375 0.287 0.341 0.390 0.438 0.438 0.528 0.650 0.770 0.328 0.388 0.446 0.501
0.187
kg/m
Mass per Metre
9.5 O/D x 1.00 Welded P.E. 9.5 O/D x 1.20 Welded P.E. 9.5 O/D x 1.40 Welded P.E. 9.5 O/D x 1.40 TS 27 Hydraulic 9.5 O/D x 1.60 TS 27 Hydraulic 9.5 O/D x 2.00 TS 27 Hydraulic 11.1 O/D x 1.00 Welded P.E. 11.1 O/D x 1.20 Welded P.E. 11.1 O/D x 1.40 Welded P.E. 11.1 O/D x 1.60 Welded P.E. 12.7 O/D x 1.00 Welded P.E. 12.7 O/D x 1.20 Welded P.E. 12.7 O/D x 1.40 Welded P.E. 12.7 O/D x 1.60 Welded P.E. 12.7 O/D x 1.60 TS 27 Hydraulic 12.7 O/D x 2.00 TS 27 Hydraulic 8 NB Med. S&S BS 1387 8 NB Heavy S&S BS 1387 14.3 O/D x 1.0 Welded P.E. 14.3 O/D x 1.2 Welded P.E. 14.3 O/D x 1.4 Welded P.E. 14.3 O/D x 1.6 Welded P.E.
6.3 O/D x 1.60 TS 27 Hydraulic
Usual Sales Description
0.040 0.040 0.040 0.040 0.040 0.040 0.042 0.042 0.045 0.045 0.045 0.045
m2/m
cm2
0.369 0.432 0.494 0.558 0.558 0.675 0.819 0.976 0.410 0.490 0.565 0.636
Surface Area
Area of Section Z
0.063 0.072 0.081 0.088 0.088 0.100 0.133 0.146 0.093 0.107 0.119 0.131
0.100 0.114 0.127 0.138 0.138 0.156 0.197 0.217 0.129 0.149 0.167 0.183
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.415 0.409 0.402 0.396 0.396 0.384 0.403 0.389 0.471 0.464 0.458 0.452
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
F 14.3 F F F
F
F F
F F F F 11.1 F F F 12.7
Thickness
150 150 150 180 180 180 150 150 150 150 150 150 150 150 180 180 195 195 150 150 150 150
180
275 275 275 290 290 290 275 275 275 275 275 275 275 275 290 290 320 320 275 275 275 275
290
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
Tube and Pipe Quick Reference Tables
T&P
Dimensions and Properties Handbook
1.0 1.2 1.4 1.6 2.0 2.0
2.0 2.0 2.6 2.77 3.2 3.2 3.6 3.73 4.78 7.47
19.0
F 21.3
F
F F F
F
F
0.952 0.952 1.22 1.26 1.45 1.45 1.6 1.62 1.95 2.56
0.444 0.527 0.608 0.687 0.839 0.839
0.852 1.020
0.370 0.438 0.504 0.568 0.691 0.691
kg/m
Mass per Metre
15 NB Light P.E. BS 1387 15 NB DuraGal Ex-Light P.E. 15 NB Med P.E./ S&S BS 1387 15 NB ASTM A106 Grade B Sch 40 15 NB Heavy P.E./ S&S BS 1387 15 NB X 3.2 Ammonia BS 3602 15 NB X 3.2 Ammonia BS 3602 15 NB ASTM A106 Grade B Sch 80 15 NB ASTM A106 Grade B Sch 160 15 NB ASTM A106 Grade B XXS
19.0 O/D x 1.0 Welded P.E. 19.0 O/D x 1.2 Welded P.E. 19.0 O/D x 1.4 Welded P.E. 19.0 O/D x 1.6 Welded P.E. 19.0 O/D x 2.0 Welded P.E. 19.0 O/D x 2.0 TS 27 Hydraulic
10 NB Med. S&S BS 1387 10 NB Heavy S&S BS 1387
16.0 O/D x 1.0 Welded P.E. 16.0 O/D x 1.2 Welded P.E. 16.0 O/D x 1.4 Welded P.E. 16.0 O/D x 1.6 Welded P.E. 16.0 O/D x 2.0 Welded P.E. 16.0 O/D x 2.0 TS 27 Hydraulic
Usual Sales Description
1.56 1.61 1.86 2.00 1.86 2.06 2.48 3.2
1.21
0.565 0.671 0.774 0.875 1.070 1.070
1.11 1.34
0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067
0.067
0.060 0.060 0.060 0.060 0.060 0.060
0.055 0.055
0.051 0.051 0.051 0.051 0.051 0.051
m2/m
cm2
0.471 0.558 0.643 0.724 0.880 0.880
Surface Area
Area of Section Z
0.702 0.708 0.792 0.792 0.816 0.83 0.917 1.00
0.571
0.230 0.267 0.302 0.334 0.391 0.391
0.325 0.368
0.133 0.154 0.173 0.190 0.220 0.220
0.655 0.664 0.739 0.739 0.767 0.78 0.861 0.941
0.536
0.242 0.281 0.317 0.351 0.412 0.412
0.372 0.422
0.166 0.193 0.216 0.238 0.275 0.275
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.671 0.662 0.653 0.653 0.638 0.634 0.607 0.555
0.686
0.637 0.631 0.624 0.618 0.605 0.605
0.541 0.524
0.532 0.525 0.519 0.512 0.500 0.500
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
2.3 2.9
F 17.2 F
F
1.0 1.2 1.4 1.6 2.0 2.0
mm
mm
16.0
Thickness
Outside Diameter
Tube and Pipe Quick Reference Tables - continued
195 240 195 245 245 240 240 240
195
150 150 150 150 150 180
195 195
150 150 150 150 150 180
320 415 320 410 410 415 415 415
320
275 275 275 275 275 290
320 320
275 275 275 275 275 290
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
71
72
Dimensions and Properties Handbook
2.87 2.87 3.91 5.56 7.82
2.0 2.0 2.3 2.3 2.6 2.6 3.2 3.6
26.7
26.9
F
F
F
F
F
F
F
F
1.23 1.23 1.40 1.40 1.56 1.58 1.9 2.07
1.68 1.68 2.19 2.89 3.63
0.602 0.716 0.829 0.939 1.154 1.462 1.61 1.75 2.97
0.523 0.622 0.718 0.813 0.997
kg/m
Mass per Metre
20 NB DuraGal Ex-Light P.E. 20 NB Galtube Plus P.E. 20 NB DuraGal Light P.E. 20 NB Light P.E. BS 1387 20 NB DuraGal Med P.E. 20 NB Med P.E./ S&S BS 1387 20 NB Heavy P.E./ S&S BS 1387 20 NB x 3.6 Ammonia BS 3602
20 NB API Line Pipe Sch 40 20 NB ASTM A106 Grade B Sch 40 20 NB ASTM A106 Grade B Sch 80 20 NB ASTM A106 Grade B Sch 160 20 NB ASTM A106 Grade B Sch XXS
25.4 O/D x 1.0 Welded P.E. 25.4 O/D x 1.2 Welded P.E. 25.4 O/D x 1.4 Welded P.E. 25.4 O/D x 1.6 Welded P.E. 25.4 O/D x 2.0 Welded P.E. 25.4 O/D x 2.6 TS 27 Hydraulic 25.4 O/D x 2.9 Boiler BS 3059 25.4 O/D x 3.2 TS 27 Hydraulic 25.4 O/D x 6.3 Boiler BS 3059
22.2 O/D x 1.0 Welded P.E. 22.2 O/D x 1.2 Welded P.E. 22.2 O/D x 1.4 Welded P.E. 22.2 O/D x 1.6 Welded P.E. 22.2 O/D x 2.0 Welded P.E.
Usual Sales Description
0.084 0.084 0.084
0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
Z
1.55 1.55 1.87
0.571 0.67 0.763 0.851 1.01 1.23 1.32 1.4 1.91
0.375 0.438 0.497 0.553 0.654
1.16 1.16 1.4
0.45 0.527 0.6 0.67 0.798 0.965 1.04 1.11 1.51
0.338 0.394 0.478 0.498 0.589
cm3
I cm4
Elastic Modulus
Moment of Inertia
2.02 2.42 2.63
1.81
0.085 0.085 0.085
0.085
1.51 1.74 1.83
1.39
1.12 1.29 1.36
1.03
Please refer to Galtube Plus tables on page 90
2.15 2.15 2.8
0.77 0.91 1.06 1.2 1.47 1.86 2.05 2.23 3.79
0.07 0.07 0.07 0.07 0.07
m2/m
cm2
0.66 0.792 0.915 1.04 1.27
Surface Area
Area of Section
0.866 0.847 0.833
0.875
0.849 0.849 0.817
0.863 0.857 0.85 0.843 0.83 0.811 0.802 0.793 0.711
0.75 0.744 0.737 0.73 0.718
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.0 1.2 1.4 1.6 2.0 2.6 2.9 3.2 6.3
25.4
F
F
F
1.0 1.2 1.4 1.6 2.0
mm
mm
22.2
Thickness
195 195 245
195
241 240 240
150 150 150 150 150 180 195 180 195
150 150 150 150 150
320 320 410
320
414 415 415
275 275 275 275 275 290 320 290 320
275 275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.0 8.0
3.38 3.38 4.55 6.35 9.09
32.0
F 33.4
F
F
F
2.5 2.5 3.23 4.23 5.45
3.84 4.73
0.76 0.906 1.05 1.192 1.47 2.07 2.74 3.9
0.681 0.811 0.939 1.066 1.312
kg/m
Mass per Metre
25 NB API Line pipe Sch 40 25 NB ASTM A106 Grade B Sch 40 25 NB ASTM A106 Grade B Sch 80 25 NB ASTM A106 Grade B Sch 160 25 NB ASTM A106 Grade B Sch XXS
32 x 20 (Nom) TIM6V Hollow Bar 32 x 16 (Nom) TIM6V Hollow Bar
31.8 O/D x 1.0 Welded P.E. 31.8 O/D x 1.2 Welded P.E. 31.8 O/D x 1.4 Welded P.E. 31.8 O/D x 1.6 Welded P.E. 31.8 O/D x 2.0 Welded P.E. 31.8 O/D x 2.9 Boiler BS 3059 31.8 O/D x 4.0 Boiler BS 3059 31.8 O/D x 6.3 Boiler BS 3059
28.6 O/D x 1.0 Welded P.E. 28.6 O/D x 1.2 Welded P.E. 28.6 O/D x 1.4 Welded P.E. 28.6 O/D x 1.6 Welded P.E. 28.6 O/D x 2.0 Welded P.E.
Usual Sales Description
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Z
1.15 1.35 1.56 1.74 2.09 2.78 3.44 4.35
0.827 0.971 1.11 1.24 1.49 0.722 0.851 0.973 1.09 1.31 1.75 2.17 2.74
0.578 0.679 0.776 0.868 1.04
cm3
I cm4
Elastic Modulus
Moment of Inertia
3.19 3.19 4.13 5.4
0.105 0.105 0.105 0.105
3.64 3.64 4.4 5.21
2.18 2.18 2.63 3.12
Please refer to Hollow Bar tables on page 65
0.966 1.15 1.34 1.52 1.87 2.63 3.5 5.05
0.09 0.09 0.09 0.09 0.09
m2/m
cm2
0.864 1.03 1.19 1.36 1.67
Surface Area
Area of Section
1.07 1.07 1.03 9.82
1.09 1.08 1.08 1.07 1.06 1.03 0.993 0.928
0.978 0.97 0.963 0.956 0.943
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.0 1.2 1.4 1.6 2.0 2.9 4.0 6.3
F 31.8
F
1.0 1.2 1.4 1.6 2.0
mm
mm
F 28.6
Thickness
Outside Diameter
241 240 240 240
150 150 150 150 150 195 195 195
150 150 150 150 150
414 415 415 415
275 275 275 275 275 320 320 320
275 275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
73
74
0.913 1.089
1.264
1.436
1.776
2.51
4.93
5.5 8.0 10.0
1.0 1.2
1.4
1.6
2.0
2.9
6.3
36.0
F 38.0
F
Dimensions and Properties Handbook
F
F
38.0 O/D x 2.9 Boiler BS 3059
38.0 O/D x 2.9 Boiler BS 3059
38.0 O/D x 2.0 Welded P.E.
38.0 O/D x 1.6 Welded P.E.
38.0 O/D x 1.4 Welded P.E.
38.0 O/D x 1.0 Welded P.E. 38.0 O/D x 1.2 Welded P.E.
36 x 25 (Nom) TIM6V Hollow Bar 36 x 20 (Nom) TIM6V Hollow Bar 36 x 16 (Nom) TIM6V Hollow Bar
35.0 O/D x 1.0 Welded P.E. 35.0 O/D x 1.2 Welded P.E. 35.0 O/D x 1.4 Welded P.E. 35.0 O/D x 1.6 Welded P.E. 35.0 O/D x 2.0 Welded P.E.
25 NB DuraGal Ex-Light P.E. 25 NB Galtube Plus P.E. 25 NB I.L.G FirePlus P.E. 25 NB H.D.G. FirePlus G.B.E. 25 NB DuraGal Light P.E. 25 NB Light P.E. BS 1387 25 NB DuraGal Med P.E. 25 NB I.L.G Med FirePlus 25 NB Med P.E./ S&S BS 1387 25 NB Heavy P.E./ S&S BS 1387 25 NB x 4.0 Ammonia BS 3602
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.11 0.11 0.11 0.11 0.11
0.106 0.106 0.106
0.106
1.54 1.82 2.09 2.35 2.83
3.8 4.42 4.42
3.26
0.88 1.04 1.19 1.34 1.62
2.23 2.59 2.59
1.91
6.28
3.2
2.26
1.83
1.61
1.16 1.39
0.119
0.119
0.119
0.119
0.119
0.119 0.119
8.19
4.96
3.68
3.04
2.7
1.99 2.35
4.31
2.61
1.93
1.6
1.42
1.05 1.24
Please refer to Hollow Bar table on page 65
1.07 1.27 1.48 1.68 2.07
3.15 3.84 3.84
2.61
Please refer to Galtube CHS Table on page 90
Surface Area
Area of Section
1.14
1.24
1.27
1.29
1.29
1.31 1.3
1.2 1.2 1.19 1.18 1.17
1.1 1.07 1.07
1.12
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.14 5.52 6.4
0.839 1.0 1.16 1.318 1.628
1.0 1.2 1.4 1.6 2.0
F 35.0
F
F
F
1.56 1.56 1.56 1.64 1.99 2.01 2.41 2.41 2.44 2.97 2.97
kg/m
2.0 2.0 2.0 2.0 2.6 2.6 3.2 3.2 3.2 4.0 4.0
mm
mm
Mass per Metre
F 33.7
Thickness
195
195
150
150
150
150 150
150 150 150 150 150
195 195 245
195
320
320
275
275
275
275 275
275 275 275 275 275
320 320 410
320
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.0 7.5 10.0
1.2 1.4 1.6 2.0
3.56 3.56 4.85 4.85
1.2 1.4 1.6 2.0 2.0 2.0 2.0 2.0 2.6 2.6 3.2 3.2 3.2 3.2 4.0 4.5 6.3
40.0
F 41.3 F
42.2
42.4
F
F
F
F
F
F
1.282 1.488 1.693 1.99 1.99 1.99 2.096 2.10 2.55 2.58 3.09 3.09 3.14 3.26 3.84 4.21 5.94
3.38 3.38 4.47 4.47
1.187 1.378 1.567 1.939
5.03 6.01 7.4
kg/m
Mass per Metre
44.5 O/D x 1.2 Welded P.E. 44.5 O/D x 1.4 Welded P.E. 44.5 O/D x 1.6 Welded P.E. 32 NB DuraGal Ex-Light P.E. 32 NB Galtube Plus P.E. 32 NB I.L.G FirePlus P.E. 44.5 O/D x 2.0 Welded P.E. 32 NB H.D.G. FirePlus G.B.E. 32 NB DuraGal Light P.E. 32 NB Light P.E. BS 1387 32 NB DuraGal Med P.E. 32 NB I.L.G Med FirePlus P.E. 32 NB Med P.E./ S&S BS 1387 44.5 O/D x 3.2 Boiler BS 3059 32 NB Heavy P.E./ S&S BS 1387 32 NB x 4.5 Ammonia BS 3602 44.5 O/D x 6.3 Boiler BS 3059
32 NB API Line pipe Sch 40 32 NB ASTM A106 Grade B Sch 40 32 NB API Line pipe Sch 80 32 NB ASTM A106 Grade B Sch 80
41.3 O/D x 1.2 Welded P.E. 41.3 O/D x 1.4 Welded P.E. 41.3 O/D x 1.6 Welded P.E. 41.3 O/D x 2.0 Welded P.E.
40 x 28 (Nom) TIM6V Hollow Bar 40 x 25 (Nom) TIM6V Hollow Bar 40 x 20 (Nom) TIM6V Hollow Bar
Usual Sales Description m2/m
cm2
Z
0.14 0.14 0.14
0.133 0.133 0.133 0.133
0.13 0.13 0.13 0.13
3.83 4.4 4.97
8.13 8.13 10.09 10.09
3.04 3.5 3.93 4.78
1.72 1.98 2.23
3.85 3.85 4.78 4.78
1.47 1.69 1.91 2.31
4.05 4.15 4.95 5.36 7.56
3.34
2.67
0.133 0.14 0.133 0.133 0.14
0.133
0.14
7.99 8.91 9.42 9.76 14.17
6.78
6.04
3.73 4.0 4.4 4.6 6.37
3.16
2.72
Please refer to Galtube CHS tables on page 90
1.63 1.89 2.16
4.32 4.32 5.69 5.69
1.51 1.75 1.99 2.47
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow tables on page 65
Surface Area
Area of Section
1.41 1.46 1.38 1.35 1.37
1.43
1.5
1.53 1.52 1.52
1.37 1.37 1.33 1.33
1.42 1.41 1.4 1.39
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
195 195 195 245 195
195
150
150 150 150
241 240 241 240
150 150 150 150
320 320 320 410 320
320
275
275 275 275
414 415 414 415
275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
75
76
2.61
2.73
2.61
3.25
3.56
3.56
3.61
4.05
4.05
4.43
4.43
4.86
5.41
5.41
7.24
9.56
2.3 2.3
2.3
2.3
2.9
2.9
3.2
3.2
3.2
3.68
3.68
4.00
4.00
4.50
5.08
5.08
7.14
10.15
F 48.3
F
F
F
Dimensions and Properties Handbook
F
F
F
F
F
7.73
9.41
11.55
7
9
12.5
1.373 1.595 1.815 2.249
6.8 7.93 10.01
50 x 25 (Nom) TIM6V Hollow Bar
50 x 32 (Nom) TIM6V Hollow Bar
50 x 36 (Nom) TIM6V Hollow Bar
40 NB ASTM A106 Grade B Sch XXS
40 NB ASTM A106 Grade B Sch 160
40 NB ASTM A106 Grade B Sch 80
40 NB API Line pipe Sch 80
40 NB x 4.5 Ammonia BS 3602
48.3 O/D x 4.0 Scaffold NZS1413
40 NB Heavy P.E./ S&S BS 1387
40 NB ASTM A106 Grade B Sch 40
40 NB API Line pipe Sch 40
40 NB Med P.E./ S&S BS 1387
40 NB I.L.G Med FirePlus P.E.
40 NB DuraGal Med P.E.
40 NB Light P.E. BS 1387
40 NB DuraGal Light P.E.
40 NB H.D.G. FirePlus G.B.E.
40 NB I.L.G FirePlus P.E.
40 NB DuraGal Ex-Light P.E. 40 NB Galtube Plus P.E.
47.6 O/D x 1.2 Welded P.E. 47.6 O/D x 1.4 Welded P.E. 47.6 O/D x 1.6 Welded P.E. 47.6 O/D x 2.0 Welded P.E.
45 x 32 (Nom) TIM6V Hollow Bar 45 x 28 (Nom) TIM6V Hollow Bar 45 x 20 (Nom) TIM6V Hollow Bar
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.15 0.15 0.15 0.15
4.71 5.43 6.12 7.46
1.98 2.28 2.57 3.14
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
16.33
16.33
15.01
14
14
12.93
12.93
11.8
10.09
6.76
6.76
6.21
5.8
5.8
5.35
5.35
4.88
4.51
Please refer to Hollow Bar tables on page 65
6.9
6.9
6.19
5.66
5.66
5.16
5.16
4.61
4.21
Please refer to Galtube CHS tables on page 90
1.75 2.03 2.31 2.87
Please refer to Hollow Bar tables on page 65
Surface Area
Area of Section
1.54
1.54
1.56
1.57
1.57
1.58
1.58
1.6
1.61
1.64 1.63 1.63 1.61
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
50.0
2.61 2.61
1.2 1.4 1.6 2.0
47.6
F
6.5 8.5 12.5
45.0
kg/m
mm
mm
Mass per Metre
Thickness
240
241
245
195
195
240
241
195
195
150 150 150 150
415
414
410
320
320
415
414
320
320
275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
1.2 1.4 1.6 2.0 2.6 3.2 3.25 6.3 12.5
1.2 1.4 1.6 2.0 2.6
8.0 10.0 14.0
1.2 1.4 1.6 2.0 2.6 2.9 3.2 6.3
51.0
F 54.0 F
56.0
F 57.0 F
F
F
F
F
F
F
F
1.652 1.920 2.186 2.713 3.488 3.869 4.247 7.880
9.82 11.71 14.49
1.563 1.816 2.068 2.565 3.296
1.471 1.713 1.949 2.417 3.104 3.77 3.827 6.94 11.9
kg/m
Mass per Metre
57.0 O/D x 1.2 Welded P.E. 57.0 O/D x 1.4 Welded P.E. 57.0 O/D x 1.6 Welded P.E. 57.0 O/D x 2.0 Welded P.E. 57.0 O/D x 2.6 Welded P.E. 57.0 O/D x 2.9 Boiler BS 3059 57.0 O/D x 3.2 Boiler BS 3059 57.0 O/D x 6.3 Boiler BS 3059
56 x 40 (Nom) TIM6V Hollow Bar 56 x 36 (Nom) TIM6V Hollow Bar 56 x 28 (Nom) TIM6V Hollow Bar
54.0 O/D x 1.2 Welded P.E. 54.0 O/D x 1.4 Welded P.E. 54.0 O/D x 1.6 Welded P.E. 54.0 O/D x 2.0 Welded P.E. 54.0 O/D x 2.6 Welded P.E.
51.0 O/D x 1.2 Welded P.E. 51.0 O/D x 1.4 Welded P.E. 51.0 O/D x 1.6 Welded P.E. 51.0 O/D x 2.0 Welded P.E. 51.0 O/D x 2.6 Welded P.E. 51.0 O/D x 3.2 Boiler BS 3059 51.0 O/D x 44.5 I/D Drawn Finish 51.0 O/D x 6.3 Boiler BS 3059 51.0 O/D x 12.5 HFS BS 3601
Usual Sales Description
0.17 0.17 0.17 0.17 0.17
0.16
Z
6.94 8.01 9.05 11.06 13.9
30.97
5.82 6.71 7.58 9.26 11.61 13.79
2.57 2.97 3.35 4.1 5.15
12.14
2.28 2.63 2.97 3.63 4.55 5.41
cm3
I cm4
Elastic Modulus
Moment of Inertia
2.1 2.44 2.78 3.46 4.44 4.93 5.41 14.11
0.179 0.179 0.179 0.179 0.179 0.179 0.179 0.179
8.19 9.46 10.69 13.08 16.47 18.08 19.64 32.74
2.87 3.32 3.75 4.59 5.78 6.35 6.89 11.49
Please refer to Hollow Bar tables on page 65
1.99 2.31 2.63 3.27 4.2
0.16 0.16 0.16 0.16 0.16 0.16
m2/m
cm2
1.88 2.18 2.48 3.08 3.96 4.8 0.16 0.16 15.11
Surface Area
Area of Section
1.97 1.97 1.96 1.95 1.93 1.92 1.91 1.81
1.87 1.86 1.85 1.84 1.82
1.43
1.76 1.75 1.75 1.73 1.71 1.69
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
150 150 150 150 150 195 195 195
150 150 150 150 150
150 150 150 150 150 195 – – 235
275 275 275 275 275 320 320 320
275 275 275 275 275
275 275 275 275 275 320 – – 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
77
78
Dimensions and Properties Handbook
F
9.44 12.37 15.05 16.97 18.68
2.034 2.316 2.876 2.876 3.29 3.29 3.29 3.44 4.11 4.11 5.10 5.03 5.03 5.44 5.44 6.17 6.69 7.48 7.48 11.11 13.44
kg/m
Mass per Metre
63 x 50 (Nom) TIM6V Hollow Bar 63 x 45 (Nom) TIM6V Hollow Bar 63 x 40 (Nom) TIM6V Hollow Bar 63 x 36 (Nom) TIM6V Hollow Bar 63 x 32 (Nom) TIM6V Hollow Bar
60.3 O/D x 1.4 Welded P.E. 60.3 O/D x 1.6 Welded P.E. 60.3 O/D x 2.0 Welded P.E. 50 NB Victaulite pipe 50 NB DuraGal Ex-Light P.E. 50 NB Galtube Plus P.E. 50 NB I.L.G FirePlus P.E. 50 NB H.D.G. FirePlus G.B.E. 50 NB DuraGal Light P.E. 50 NB Light P.E. BS 1387 50 NB Med P.E./ S&S BS 1387 50 NB DuraGal Med P.E. 50 NB I.L.G Med FirePlus P.E. 50 NB API Line pipe Sch 40 50 NB ASTM A106 Grade B Sch 40 50 NB Heavy P.E./ S&S BS 1387 50 NB x 4.9 Ammonia BS 3602 50 NB API Line pipe Sch 80 50 NB ASTM A106 Grade B Sch 80 50 NB ASTM A106 Grade B Sch 160 50 NB ASTM A106 Grade B Sch XXS
Usual Sales Description Z
11.24 12.72 15.58 15.58
3.73 4.22 5.17 5.17
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.189 0.189 0.189 0.189 0.189
0.189
0.189 0.189
27.66 27.66 30.80 32.97 36.09 36.09
21.90 26.20
9.18 9.18 10.20 10.94 11.97 11.97
7.27 8.70
Please refer to Hollow Bar tables on page 65
6.93 6.93 7.84 8.53 9.53 9.53
5.31 6.51
Please refer to Galtube CHS tables on page 90
0.189 0.189 0.189 0.189
m2/m
cm2
2.59 2.95 3.66 3.66
Surface Area
Area of Section
2.00 2.00 1.98 1.97 1.95 1.95
2.03 2.01
2.08 2.08 2.06 2.06
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
6.5 9.0 11.5 13.5 15.5
63.0
F F
F
F
F
F F F
1.4 1.6 2.0 2.0 2.3 2.3 2.3 2.3 2.9 2.9 3.6 3.6 3.6 3.91 3.91 4.50 4.90 5.54 5.54 8.74 11.07
mm
mm
F 60.3
Thickness
241 240 195 245 241 240
195 195
150 150 150 350
414 415 320 410 414 415
320 320
275 275 275 430
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
5.16 5.16 7.01
7.5 9.5 12.5 15.0 17.5
71.0
F 73.0
75.0
F
F
F
13.34 15.90 19.87 22.87 25.54
8.62 8.62 11.41
12.18 16.15 19.14 21.82 23.72
2.699 3.354 4.32 12.200
9.03
1.844 2.144 2.443 3.034 4.760 8.890 15.700
kg/m
Mass per Metre
75 x 60 (Nom) TIM6V Hollow Bar 75 x 56 (Nom) TIM6V Hollow Bar 75 x 50 (Nom) TIM6V Hollow Bar 75 x 45 (Nom) TIM6V Hollow Bar 75 x 40 (Nom) TIM6V Hollow Bar
65 NB API Line pipe Sch 40 65 NB ASTM A106 Grade B Sch 40 65 NB ASTM A106 Grade B Sch 80
71 x 56 (Nom) TIM6V Hollow Bar 71 x 50 (Nom) TIM6V Hollow Bar 71 x 45 (Nom) TIM6V Hollow Bar 71 x 40 (Nom) TIM6V Hollow Bar 71 x 36 (Nom) TIM6V Hollow Bar
70.0 O/D x 1.6 Welded P.E. 70.0 O/D x 2.0 Welded P.E. 70.0 O/D x 2.6 Welded P.E. 70.0 O/D x 8.0 HFS BS 3601
50.8 I/D x 6.4 Int. Cylinder Finish
63.5 O/D x 1.2 Welded P.E. 63.5 O/D x 1.4 Welded P.E. 63.5 O/D x 1.6 Welded P.E. 63.5 O/D x 2.0 Welded P.E. 63.5 O/D x 3.2 Boiler BS 3059 63.5 O/D x 6.3 Boiler BS 3059 63.5 O/D x 12.5 HFS BS 3601
Usual Sales Description
0.200 0.220 0.220 0.220 0.220
Z
20.12 24.72 31.31 76.12
11.40 13.17 14.91 18.29 27.63 46.86 69.03 5.75 7.06 8.95 21.75
3.59 4.15 4.70 5.76 8.50 14.75 21.74
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.229 0.229 0.229
63.63 63.63 80.00
17.43 17.43 21.92 Please refer to Hollow tables on page 65
11.00 11.00 14.53
Please refer to Hollow Bar tables on page 65
3.44 4.27 5.50 15.58
0.199 0.199 0.199 0.199 0.199 0.199 0.199
m2/m
cm2
2.35 2.73 3.11 3.86 6.06 11.33 20.02
Surface Area
Area of Section
2.41 2.41 2.35
2.41 2.41 2.38 2.21
2.20 2.20 2.19 2.18 2.13 2.03 1.86
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
7.5 10.5 13.0 15.5 17.5
70.0
F
6.4
1.6 2.0 2.6 8.0
F 63.6
F
1.2 1.4 1.6 2.0 3.2 6.3 12.5
mm
mm
F 63.5 F
Thickness
Outside Diameter
241 240 240
150 150 150 235
–
150 150 150 150 195 195 235
414 415 415
275 275 275 410
–
275 275 275 275 320 320 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
79
80
Dimensions and Properties Handbook
8.5 12.0 15.0 17.5 20.0
9.0 12.0 15.0 17.5 20.0
80.0
85.0
F
17.50 22.27 26.67 29.98 32.96
15.58 20.75 24.77 27.76 30.42
11.03
4.19 4.19 4.37 4.71 5.75 5.80 6.44 6.44 6.51 7.90 8.60 10.80 13.44 15.60 19.60
kg/m
Mass per Metre
85 x 67 (Nom) TIM6V Hollow Bar 85 x 61 (Nom) TIM6V Hollow Bar 85 x 55 (Nom) TIM6V Hollow Bar 85 x 50 (Nom) TIM6V Hollow Bar 85 x 45 (Nom) TIM6V Hollow Bar
80 x 63 (Nom) TIM6V Hollow Bar 80 x 56 (Nom) TIM6V Hollow Bar 80 x 50 (Nom) TIM6V Hollow Bar 80 x 45 (Nom) TIM6V Hollow Bar 80 x 40 (Nom) TIM6V Hollow Bar
63.5 I/D x 6.4 Int. Cylinder Finish
65 NB DuraGal Ex-Light P.E. 65 NB I.L.G FirePlus P.E. 65 NB H.D.G. FirePlus G.B.E. 65 NB Galtube Plus P.E. 65 NB DuraGal Light P.E. 76.1 O/D x 3.2 Boiler BS 3059 65 NB DuraGal Med P.E. 65 NB I.L.G Med FirePlus P.E. 65 NB Med P.E./ S&S BS 1387 65 NB Heavy P.E./ S&S BS 1387 65 NB x 4.9 Ammonia BS 3602 76.1 O/D x 6.3 Boiler BS 3059 76.1 O/D x 8.0 Boiler BS 3059 76.1 O/D x 9.5 HFS BS 3601 76.1 O/D x 12.5 HFS BS 3601
Usual Sales Description m2/m
cm2
Z
0.239 0.239 0.239 0.239 0.239 0.239 0.239
0.239
55.00 65.00 69.78 84.82 101 112 131
49.70
14.40 17.10 18.34 22.29 26.43 29.55 34.47
13.00
Please refer to Hollow tables on page 65
8.34 10.10 10.96 13.82 17.11 19.88 24.98
7.45
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow tables on page 65
Surface Area
Area of Section
2.57 2.54 2.53 2.48 2.42 2.39 2.29
2.58
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
6.4
F 76.3
F F F
F
F F F
2.3 2.3 2.3 2.6 3.2 3.2 3.6 3.6 3.6 4.5 4.9 6.3 8.0 9.5 12.5
mm
mm
F 76.1
Thickness
195 195 245 195 195 235 235
195
320 320 410 320 320 410 410
320
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
1.6 2.0 2.0 2.6 2.6 2.6 3.2 3.6 4.0 4.0 4.0 4.8 4.9 5.4 5.49 5.49 5.5 7.62 8.00 9.5 11.13 12.5 15.24
6.4
9.5 11.5 13.5 17.0 20.0
88.9
F 89.0
90.0
F
F
F
F F
F
F F
19.53 22.95 26.23 31.49 35.49
13.04
3.445 4.286 4.286 5.53 5.53 5.75 6.76 7.57 8.47 8.38 8.38 9.96 10.10 11.10 11.29 11.29 11.30 15.27 15.96 18.60 21.33 23.60 27.67
kg/m
Mass per Metre
90 x 71 (Nom) TIM6V Hollow Bar 90 x 67 (Nom) TIM6V Hollow Bar 90 x 63 (Nom) TIM6V Hollow Bar 90 x 56 (Nom) TIM6V Hollow Bar 90 x 50 (Nom) TIM6V Hollow Bar
76.2 I/D x 6.4 Int. Cylinder Finish
88.9 O/D x 1.6 Welded P.E. 88.9 O/D x 2.0 Welded P.E. 80 NB Victaulite pipe 80 NB Ex-Light DuraGal P.E. 80 NB I.L.G FirePlus P.E. 80 NB H.D.G. FirePlus G.B.E. 80 NB DuraGal Light P.E. 88.9 O/D x 3.6 Boiler BS 3059 80 NB Med P.E. S&S BS 1387 80 NB DuraGal Med P.E. 80 NB I.L.G Med FirePlus P.E. 80 NB UltraPipe C350LO AS 1163 80 NB Heavy P.E./ S&S BS 1387 80 NB x 5.4 Ammonia BS 3602 80 NB API Line pipe Sch 40 80 NB ASTM A106 Grade B Sch 40 80 NB UltraPipe C350LO AS 1163 80 NB ASTM A106 Grade B Sch 80 88.9 O/D x 8.0 Boiler BS 3059 88.9 O/D x 9.5 HFS BS 3601 80 NB ASTM A106 Grade B Sch 160 88.9 O/D x 12.5 HFS 80 NB ASTM A106 Grade B Sch XXS
Usual Sales Description
0.279 0.279
Z
88.00 97.70
41.82 51.57 51.57
19.77 22.00
9.41 11.60 11.60
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
Please refer to UltraPipe tables on page 91 12.90 0.279 114 25.60 14.10 0.279 124 27.90 14.38 0.279 126 28.27 14.38 0.279 126 28.27 Please refer to UltraPipe tables on page 91 19.45 0.279 162 36.47 20.33 0.279 168 37.79 23.70 0.279 189 42.61
9.65 10.80
0.279 0.279 0.279
m2/m
cm2
4.39 5.46 5.46
Surface Area
Area of Section
195 245 241 240 240 195 235
2.89 2.87 2.82
195 195
150 150 350
415 320 410
320 410 414 415
414
320 320
275 275 430
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
2.98 2.95 2.96 2.96
3.02 3.00
3.09 3.07 3.07
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F F
Thickness
Outside Diameter
T&P
tube and pipe
81
82
Dimensions and Properties Handbook
10.0 13.0 14.0 16.0 19.5 22.5
10.0 12.5 14.5 18.5 22.0
1.6 2.0 2.6 3.6 6.3 8.0 9.5 12.5
10.5 13.0 17.5 21.5 25.0
11.0 13.5 16.0 20.5 24.5
95.0
100.0
101.6
106.0
112.0
F
F
F
29.06 33.88 39.04 47.63 54.37
26.18 30.78 39.34 46.10 51.34
3.946 4.913 6.348 8.70 14.80 18.50 21.58 27.48
23.06 27.84 31.51 38.28 43.52
21.67 27.08 28.80 32.08 37.33 41.31
kg/m
Mass per Metre
112 x 90 (Nom) TIM6V Hollow Bar 112 x 85 (Nom) TIM6V Hollow Bar 112 x 80 (Nom) TIM6V Hollow Bar 112 x 71 (Nom) TIM6V Hollow Bar 112 x 63 (Nom) TIM6V Hollow Bar
106 x 85 (Nom) TIM6V Hollow Bar 106 x 80 (Nom) TIM6V Hollow Bar 106 x 71 (Nom) TIM6V Hollow Bar 106 x 63 (Nom) TIM6V Hollow Bar 106 x 56 (Nom) TIM6V Hollow Bar
101.6 O/D x 1.6 Welded P.E. 101.6 O/D x 2.0 Welded P.E. 101.6 O/D x 2.6 Welded P.E. 101.6 O/D x 3.6 Boiler BS 3059 101.6 O/D x 6.3 HFS BS 3601 101.6 O/D x 8.0 Boiler BS 3059 101.6 O/D x 9.5 HFS BS 3601 101.6 O/D x 12.5 HFS BS 3601
100 x 80 (Nom) TIM6V Hollow Bar 100 x 75 (Nom) TIM6V Hollow Bar 100 x 71 (Nom) TIM6V Hollow Bar 100 x 63 (Nom) TIM6V Hollow Bar 100 x 56 (Nom) TIM6V Hollow Bar
95 x 75 (Nom) TIM6V Hollow Bar 95 x 69 (Nom) TIM6V Hollow Bar 95 x 67 (Nom) TIM6V Hollow Bar 95 x 63 (Nom) TIM6V Hollow Bar 95 x 56 (Nom) TIM6V Hollow Bar 95 x 50 (Nom) TIM6V Hollow Bar
Usual Sales Description Z
63.00 77.63 99.14 133.00 215.00 260.00 295.00 350.00
12.37 15.28 19.52 26.23 42.33 51.08 57.98 69.69
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
Please refer to Hollow Bar tables on page 65
0.319 0.319 0.319 0.319 0.319 0.319 0.319 0.319
m2/m
cm2
5.02 6.26 8.09 11.08 18.86 23.52 27.49 34.99
Surface Area
Area of Section
3.53 3.52 3.50 3.47 3.38 3.32 3.27 3.18
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F F
Thickness
150 150 150 195 235 195 235 235
275 275 275 320 410 320 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
3.05 3.05 3.18 3.20 3.60 4.50 4.50 4.50 4.78 4.8 5.40 5.40 6.00 6.02 6.02 6.30 8.56 9.50 12.50 13.49 17.12
6.40
11.5 14.0 19.0 23.5 27.5
114.3
F 114.4
118.0
F
F
F
F
F
F
F
F
32.08 37.12 47.79 56.36 63.09
17.05
8.37 8.65 8.70 8.77 9.83 12.10 12.20 12.20 12.89 13.00 14.50 14.50 16.00 16.07 16.07 16.80 22.31 24.60 31.45 33.54 41.01
kg/m
Mass per Metre
118 x 95 (Nom) TIM6V Hollow Bar 118 x 90 (Nom) TIM6V Hollow Bar 118 x 80 (Nom) TIM6V Hollow Bar 118 x 71 (Nom) TIM6V Hollow Bar 118 x 63 (Nom) TIM6V Hollow Bar
101.6 I/D x 6.4 Int. Cylinder Finish
100 NB I.L.G FirePlus P.E. 100 NB H.D.G. FirePlus G.B.E. 100 NB x 3.18 API Line Pipe 100 NB DuraGal Ex-Light P.E. 100 NB DuraGal Light P.E. 100 NB Med P.E./ S&S BS 1387 100 NB DuraGal Med P.E. 100 NB I.L.G Med FirePlus P.E. 100 NB x 4.78 ASTM A106 Grade B 100 NB UltraPipe C350LO AS 1163 100 NB Heavy P.E./ S&S BS 1387 100 NB x 5.4 Ammonia BS 3602 100 NB UltraPipe C350LO AS 1163 100 NB API Line pipe Sch 40 100 NB ASTM A106 Gr B Sch 40 114.3 O/D x 6.3 HFS BS 3601 100 NB ASTM A106 Gr B Sch 80 114.3 O/D x 9.5 HFS BS 3601 114.3 O/D x 12.5 HFS BS 3601 100 NB ASTM A106 Grade B Sch 160 100 NB ASTM A106 Grade B Sch XXS
Usual Sales Description
0.359
Z
233
171
40.80
30.01
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
16.44 0.359 247 43.23 Please refer to UltraPipe tables on page 91 18.40 0.359 274 47.90 18.40 0.359 274 47.90 Please refer to UltraPipe tables on page 91 20.48 0.359 301 52.68 20.48 0.359 301 52.68 21.38 0.359 313 54.72 28.43 0.359 400 70.00 31.27 0.359 433 75.75 39.98 0.359 526 91.98
15.40
0.359
m2/m
cm2
11.10
Surface Area
Area of Section
195 245 241 240 235 240 235 235
3.86 3.86 3.83 3.83 3.82 3.75 3.72 3.63
–
240
195
241
–
414 415 410 415 410 410
320 410
415
320
414
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
3.88
3.89
3.93
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
T&P
tube and pipe
83
84
Dimensions and Properties Handbook
F
F
F
F F
F
14.0 17.0 20.0 25.0 30.0
3.18 6.55 6.55 9.53
140.0
141.3
10.80 21.78 21.78 30.94
45.20 53.27 61.01 73.01 83.71
16.2 17.0 17.0 19.7 39.2 56.56
39.65 49.72 59.23 69.95 78.48
18.8 27.5 35.3
36.68 42.05 47.82 58.57 67.12
kg/m
Mass per Metre
125 NB x 3.18 API Line Pipe 125 NB API Line pipe Sch 40 125 NB ASTM A106 Grade B Sch 40 125 NB ASTM A106 Grade B Sch 80
140 x 112 (Nom) TIM6V Hollow Bar 140 x 106 (Nom) TIM6V Hollow Bar 140 x 100 (Nom) TIM6V Hollow Bar 140 x 90 (Nom) TIM6V Hollow Bar 140 x 80 (Nom) TIM6V Hollow Bar
125 NB Med P.E./ S&S AS 1074 125 NB Heavy P.E./ S&S AS 1074 125 NB x 5.4 Ammonia BS 3602 139.7 O/D x 6.3 HFS BS 3601 139.7 O/D x 12.5 HFS BS 3601 139.7 O/D x 19.0 HFS BS 3601
132 x 106 (Nom) TIM6V Hollow Bar 132 x 98 (Nom) TIM6V Hollow Bar 132 x 90 (Nom) TIM6V Hollow Bar 132 x 80 (Nom) TIM6V Hollow Bar 132 x 71 (Nom) TIM6V Hollow Bar
127.0 O/D x 6.3 HFS BS 3601 127.0 O/D x 9.5 HFS BS 3601 127.0 O/D x 12.5 HFS BS 3601
125 x 100 (Nom) TIM6V Hollow Bar 125 x 95 (Nom) TIM6V Hollow Bar 125 x 90 (Nom) TIM6V Hollow Bar 125 x 80 (Nom) TIM6V Hollow Bar 125 x 71 (Nom) TIM6V Hollow Bar
Usual Sales Description Z
436 609 746
68.70 95.93 117.00
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.439 0.439 0.439 0.439 0.439 0.439
470 513 513 588 1020 1345
67.30 73.50 73.50 84.27 146 192
13.80 27.73 27.73
0.444 0.444 0.444
329 630 630
46.60 89.29 89.29
Please refer to Hollow Bar tables on page 65
20.70 22.70 22.70 26.40 49.95 72.05
Please refer to Hollow Bar tables on page 65
0.399 0.399 0.399
m2/m
cm2
23.89 35.07 44.96
Surface Area
Area of Section
4.88 4.77 4.77
4.77 4.75 4.75 4.72 4.52 4.32
4.27 4.17 4.07
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
4.88 5.40 5.40 6.30 12.50 19.00
6.30 9.50 12.50
F 127.0 F F
139.7
12.5 15.0 17.5 22.5 27.0
125.0
13.0 17.0 21.0 26.0 30.5
mm
mm
132.0
Thickness
241 241 240
– – 245 235 235 235
235 235 235
414 414 415
325 325 410 410 410 410
410 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.3 9.5 12.5 19.0 25.0
14.0 19.0 24.0 30.0 32.5 35.0
2.5 3.4 3.4 4.88 5.40 5.40 12.50
6.4
7.9
F 152.4 F
160.0
F 165.1
F 165.2
168.2
F
F
F
F F
31.23
25.06
10.00 14.00 14.00 19.20 21.30 21.30 47.00
56.46 68.29 82.96 99.02 109.46 110.97
22.70 33.50 43.10 62.50 78.50
49.73 54.36 54.82 71.57 85.54 100.77 102.05
26.28
kg/m
Mass per Metre
152 I/D x 7.9 Int. Cylinder Finish
152 I/D x 6.4 Int. Cylinder Finish
150 NB Victaulite pipe 150 NB Primed FirePlus P.E. 150 NB H.D.G. FirePlus G.B.E. 150 NB Med P.E./ S&S AS 1074 150 NB Heavy P.E./ S&S AS 1074 150 NB x 5.4 Ammonia BS 3602 165.1 O/D x 12.5 HFS BS 3601
160 x 132 (Nom) TIM6V Hollow Bar 160 x 122 (Nom) TIM6V Hollow Bar 160 x 112 (Nom) TIM6V Hollow Bar 160 x 100 (Nom) TIM6V Hollow Bar 160 x 95 (Nom) TIM6V Hollow Bar 160 x 90 (Nom) TIM6V Hollow Bar
152.4 O/D x 6.3 HFS BS 3601 152.4 O/D x 9.5 HFS BS 3601 152.4 O/D x 12.5 HFS BS 3601 152.4 O/D x 19.0 HFS BS 3601 152.4 O/D x 25.0 HFS BS 3601
150 x 125 (Nom) TIM6V Hollow Bar 150 x 122 (Nom) TIM6V Hollow Bar 150 x 118 (Nom) TIM6V Hollow Bar 150 x 106 (Nom) TIM6V Hollow Bar 150 x 95 (Nom) TIM6V Hollow Bar 150 x 84 (Nom) TIM6V Hollow Bar 150 x 80 (Nom) TIM6V Hollow Bar
142.8 O/D x 7.9 Int. Cylinder Finish
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.479 0.479 0.479 0.479 0.479
773 1093 1355 1807 2108
101 143 178 237 276
0.519
0.519 0.519 0.519 0.519
12.80
24.50 27.00 27.00 59.93
788 863 863 1756
422
95.50 104 104 213
51.10
Please refer to Hollow Bar tables on page 65
28.91 42.65 54.93 80.00 100.00
Please refer to Hollow Bar tables on page 65
Surface Area
Area of Section
5.67 5.65 5.65 5.41
5.75
5.17 5.06 4.96 4.76 4.59
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
12.5 14.0 16.0 22.0 27.5 33.0 35.0
150.0
F
7.9
mm
mm
F 142.8
Thickness
Outside Diameter
–
–
– – 245 235
350
235 235 235 235 235
–
–
325 325 410 410
430
410 410 410 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
85
86
Dimensions and Properties Handbook
3.18 4.78 4.78 4.8 5.00 6.35 6.4 7.1 7.11 7.11 10.97 14.27 18.26 21.95
15.0 20.0 26.0 30.0 35.0
15.0 17.0 20.0 27.5 34.0 40.0
15.0 17.5 20.0 29.0 36.0
168.3
170.0
180.0
190.0
F
F F
76.56 85.24 86.98 118.65 140.74
69.77 77.99 81.72 106.57 126.03 142.02
61.92 76.49 95.14 106.67 119.90
12.94 19.23 19.23 25.4 20.13 25.6 33.6 28.2 28.23 28.23 42.56 54.20 67.55 79.18
kg/m
Mass per Metre
190 x 160 (Nom) TIM6V Hollow Bar 190 x 155 (Nom) TIM6V Hollow Bar 190 x 150 (Nom) TIM6V Hollow Bar 190 x 132 (Nom) TIM6V Hollow Bar 190 x 118 (Nom) TIM6V Hollow Bar
180 x 150 (Nom) TIM6V Hollow Bar 180 x 146 (Nom) TIM6V Hollow Bar 180 x 140 (Nom) TIM6V Hollow Bar 180 x 125 (Nom) TIM6V Hollow Bar 180 x 112 (Nom) TIM6V Hollow Bar 180 x 100 (Nom) TIM6V Hollow Bar
170 x 140 (Nom) TIM6V Hollow Bar 170 x 130 (Nom) TIM6V Hollow Bar 170 x 118 (Nom) TIM6V Hollow Bar 170 x 110 (Nom) TIM6V Hollow Bar 170 x 100 (Nom) TIM6V Hollow Bar
150 NB x 3.18 API Line Pipe 150 NB x 4.78 API Line Pipe 150 NB x 4.78 ASTM A106 Grade B 150 NB UltraPipe C350LO AS 1163 150 NB x 5.0 API Line Pipe 150 NB x 6.35 API Line Pipe 150 NB UltraPipe C350LO AS 1163 150 NB UltraPipe C350LO AS 1163 150 NB API Line pipe Sch 40 150 NB ASTM A106 Grade B Sch 40 150 NB ASTM A106 Grade B Sch 80 150 NB ASTM A106 Grade B Sch 120 150 NB ASTM A106 Grade B Sch 160 150 NB ASTM A106 Grade B Sch XXS
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.529 0.529 0.529
1170 1170 1690
139 139 201
Please refer to Hollow Bar tables on page 65
36.00 36.00 54.20
16.49 0.529 562 66.8 24.55 0.529 821 97.6 24.55 0.529 821 97.6 Please refer to UltraPipe tables on page 91 25.65 0.529 856 102 32.60 0.529 1070 127 Please refer to UltraPipe tables on page 91
Surface Area
Area of Section
241 240 240
240 240
5.77 5.73
5.70 5.70 5.59
241 241 240
414 415 415
415 415
414 414 415
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
5.83 5.78 5.78
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F
Thickness
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
3.0 4.0 4.78 4.8 6.35 6.35 6.4 8.18 8.18 8.2 12.70 12.70 18.26
4.78 6.35 6.35 9.27 9.27 12.70 15.09
4.8 6.4 9.3 12.7
F 219.1
273.0
273.1
F
F
31.8 42.1 60.5 81.6
31.56 41.77 41.77 60.29 60.29 81.54 95.97
16.00 21.1 25.21 25.4 33.31 33.31 33.6 42.53 42.53 42.6 64.30 64.30 90.42
92.25 129.62
32.7 55.9
kg/m
Mass per Metre
250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163
250 NB x 4.78 API Line pipe 250 NB API Line pipe Sch 20 250 NB ASTM A106 Grade B Sch 20 250 NB API Line pipe Sch 40 250 NB ASTM A106 Grade B Sch 40 250 NB ASTM A106 Grade B XS 250 NB ASTM A106 Grade B Sch 80
200 NB Victaulite pipe 200 NB UltraPipe C350LO AS 1163 200 NB x 4.78 API Line pipe 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 20 200 NB ASTM A106 Grade B Sch 20 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 40 200 NB ASTM A106 Grade B Sch 40 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 80 200 NB ASTM A106 Grade B Sch 80 200 NB ASTM A106 Grade B Sch 120
200 x 160 (Nom) TIM6V Hollow Bar 200 x 140 (Nom) TIM6V Hollow Bar
193.7 O/D x 7.1 HFS BS 3601 193.7 O/D x 12.5 HFS BS 3601
Usual Sales Description Z
1814 2934
187 303
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.858 0.858 0.858 0.858 0.858 0.858 0.858
3623 4745 4745 6626 6626 8824 10200
265 347 347 485 485 646 747 Please refer to UltraPipe tables on page 91
40.28 53.20 53.20 76.70 76.70 104.0 122.0
20.40 0.688 1190 109 Please refer to UltraPipe tables on page 91 32.30 0.688 1860 169 Please refer to UltraPipe tables on page 91 42.44 0.688 2403 219 42.44 0.688 2403 219 Please refer to UltraPipe tables on page 91 54.20 0.688 3018 275 54.20 0.688 3018 275 Please refer to UltraPipe tables on page 91 82.60 0.688 4412 401 82.60 0.688 4412 401
Please refer to Hollow Bar tables on page 65
0.608 0.608
m2/m
cm2
41.60 71.16
Surface Area
Area of Section
241 240 241 240
7.47 7.47 7.32 7.32
241 241 240 241 240 240 240
241 240
7.53 7.53
9.48 9.42 9.42 9.32 9.32 9.22 9.13
241
350
235 235
414 414 415 414 415 415 415
414 415
414 415
414 415
414
430
410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
7.58
7.64
6.60 6.42
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
20.0 30.0
200.0
F
7.1 12.5
mm
mm
F 193.7
Thickness
Outside Diameter
T&P
tube and pipe
87
88
Dimensions and Properties Handbook
6.4 9.5 9.53 9.53 12.7 12.7
6.35 6.4 9.5 9.53 9.53 12.7
6.4 9.5 12.7 6.35 9.35
355.6
406.4
457.0
F
6.4 9.5 12.7
323.9
71.1 105 139 79.17 117.06
93.21 63.1 93.0 93.0 62.62 123
63.1 93.0 81.1 81.18 107 107.38
50.1 73.7 97.5
131.90
37.53 49.40 49.40 61.69 73.70 73.70 79.65
kg/m
Mass per Metre
400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 500 NB API Line pipe Sch 10 500 NB API Line pipe Sch STD
400 NB API Line pipe Sch 10 400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 400 NB ASTM A106 Grade B Sch 30 400 NB API Line pipe Sch STD 400 NB UltraPipe C350L0 AS 1163
350 NB UltraPipe C350L0 AS 1163 350 NB UltraPipe C350L0 AS 1163 350 NB ASTM A106 Grade B Sch 30 350 NB API Line pipe Sch STD 350 NB UltraPipe C350L0 AS 1163 350 NB ASTM A106 Grade B Sch XS
300 NB UltraPipe C350LO AS 1163 300 NB UltraPipe C350LO AS 1163 300 NB UltraPipe C350LO AS 1163
300 NB x 4.78 API Line pipe 300 NB API Line pipe Sch 20 300 NB ASTM A106 Grade B Sch 20 300 NB x 7.92 ASTM A106 Grade B 300 NB API Line pipe STD 300 NB ASTM A106 Grade B STD 300 NB ASTM A106 Grade B Sch 40 300 NB ASTM A106 Grade B XS 300 NB ASTM A106 Grade B Sch 80
Usual Sales Description
1.02
Z
19790
6096 7989 7989 9809 11600 11600 12490 1220
377 494 494 606 717 717 771
cm3
I cm4
Elastic Modulus
Moment of Inertia
15500
871
1.28
23300
1150
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
118
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
1.12
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
103
168
1.02 1.02 1.02 1.02 1.02 1.02 1.02
m2/m
cm2
47.9 63.4 63.4 78.6 93.8 93.8 102
Surface Area
Area of Section
14.0
12.2
10.8
11.3 11.3 11.3 11.2 11.1 11.1 11.0
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
508.0
4.78 6.35 6.35 7.92 9.52 9.52 10.31 12.7 17.48
mm
mm
F 323.8
Thickness
240
240
240
241 241 240 240 241 240 240
415
415
415
414 414 415 415 414 415 415
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
mm
mm
Dimensions and Properties Handbook
17.9
16.6
14.5
12.2
10.3
8.38
7.95
6.44
6.19
5.03
4.37
3.56
3.79
3.09
2.93
2.41
1.87
1.56
5.0 CHS
114.3 x 5.4 CHS
4.5 CHS
88.9 x 5.0 CHS
4.0 CHS
76.1 x 4.5 CHS
3.6 CHS
60.3 x 4.5 CHS
3.6 CHS
48.3 x 4.0 CHS
3.2 CHS
42.4 x 4.0 CHS
3.2 CHS
33.7 x 4.0 CHS
3.2 CHS
26.9 x 3.2 CHS
2.6 CHS
m2/t
0.0845
0.0845
0.106
0.106
0.133
0.133
0.152
0.152
0.189
0.189
0.239
0.239
0.279
0.279
0.359
0.359
0.439
0.439
0.519
54.2
45.2
44.0
36.1
43.1
35.2
42.6
34.7
37.6
30.6
37.1
30.1
33.3
27.0
29.5
24.8
26.4
24.5
26.3
24.4
m2/m
0.519
per t
per m
External Surface Area
10.3
8.41
10.5
8.43
13.3
10.6
15.1
12.1
16.8
13.4
21.1
16.9
22.2
17.8
25.4
21.2
27.9
25.9
33.0
30.6
t
do
198
238
307
373
394
483
453
557
641
789
820
1010
1070
1320
1550
1850
2120
2280
2510
2710
mm2
Ag
Gross Section Area
0.0148
0.0170
0.0360
0.0419
0.0762
0.0899
0.116
0.138
0.259
0.309
0.540
0.651
0.963
1.16
2.34
2.75
4.81
5.14
8.07
8.65
106mm4
I
1.10
1.27
2.14
2.49
3.59
4.24
4.80
5.70
8.58
10.2
14.2
17.1
21.7
26.2
41.0
48.0
68.8
73.7
97.7
105
103mm3
Z
1.54
1.81
2.99
3.55
4.93
5.92
6.52
7.87
11.6
14.0
18.9
23.1
28.9
35.2
54.3
64.1
90.8
97.4
128
138
103mm3
S
About any axis
Properties
8.64
8.46
10.8
10.6
13.9
13.6
16.0
15.7
20.1
19.8
25.7
25.4
30.0
29.7
38.9
38.5
47.7
47.5
56.6
56.5
mm
r
o
0.0296
0.0341
0.0721
0.0838
0.152
0.180
0.232
0.275
0.517
0.618
1.08
1.30
1.93
2.33
4.69
5.49
9.61
10.3
16.1
17.3
106mm4
J
Torsion Constant
x
2.20
2.53
4.28
4.97
7.19
8.48
9.59
11.4
17.2
20.5
28.4
34.2
43.3
52.4
82.0
96.1
138
147
195
209
103mm3
C
Torsion Modulus
y
y
x
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
1.00
1.00
kf
Form Factor
10.3
8.41
10.5
8.43
13.3
10.6
15.1
12.1
16.8
13.4
21.1
16.9
22.2
17.8
25.4
21.2
27.9
25.9
33.0
30.6
ls
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
(C,N,S)
1.54
1.81
2.99
3.55
4.93
5.92
6.52
7.87
11.6
14.0
18.9
23.1
28.9
35.2
54.3
64.1
90.8
97.4
128
138
103mm3
Compactness(3) Ze
About any axis
Properties for Design to AS 4100
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 250 MPa and design tensile strength fu = 320 MPa as per AS 4100 table 2.1 for AS 1163 grade C250L0. 2. Grade C250L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
19.7
5.0 CHS
21.3
kg/m
Mass per metre
Dimension and Ratios
139.7 x 5.4 CHS
165.1 x 5.4 CHS
t
do
Designation
Dimensions and Properties Grade C250L0 (AS 1163)
Circular Hollow Sections
CHS
Circular hollow sections
89
90
0.189
0.152
0.133
0.106
0.0845
2.61
1.99
1.56
1.23
48.3 x 2.3 CHS(1)
42.4 x 2.0 CHS(1)
33.7 x 2.0 CHS(1)
26.9 x 2.0 CHS(1)
68.8
67.7
66.8
58.2
57.6
50.7
14.2
17.7
22.3
22.0
27.4
30.4
t
do
149
190
242
319
402
578
mm2
Af
Full Section Area
0.0117
0.0241
0.0497
0.0848
0.170
0.392
106mm4
I
0.872
1.43
2.34
3.51
5.63
10.3
103mm3
Z
1.19
1.92
3.12
4.68
7.43
13.5
103mm3
S
About any axis mm
r
8.86
11.3
14.3
16.3
20.6
26.0
Full Section Properties
0.0235
0.0482
0.0993
0.170
0.339
0.784
106mm4
J
Torsion Constant
1.74
2.86
4.69
7.03
11.3
20.6
103mm3
C
Torsion Modulus
149
190
242
319
402
578
mm
Ae
Effective Section Area
y
0.0117
0.0241
0.0497
0.0848
0.170
0.392
106mm4
Ie
1.09
1.79
2.93
4.39
7.03
12.9
103mm3
Ze
About any axis
Effective Section Properties
x
Notes: 1. In this table, the properties of these products are calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Mass per metre” and “External Surface Area per t”) are calculated using design thicknesses of 1.1mm, 1.9mm, 2.2mm and 2.5mm rather than the respective thicknesses t of 1.2mm, 2.0mm, 2.3mm and 2.6mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600.
0.239
3.29
m2/t
m2/m
4.71
kg/m
per t
per m
External Surface Area
60.3 x 2.3 CHS(1)
mm
mm
Mass per metre
76.1 x 2.6 CHS(1)
t
do
Designation
x
y
Circular hollow sections
Dimension and Ratios
Dimensions and Properties Grade C350L0 (Tubeline 350L0 – Type 1)
Galtube Plus Circular Hollow Sections
o
Galtube Plus
Dimensions and Properties Handbook
About any axis
1790 1090 1970 1450 895 1490 1130 710 1230 939 601 862 647 441 312
N N N C N N C N N C C N C C N N
67.3 100 44.8 59.9 88.9 39.2 52.4 77.8 35.7 47.7 70.9 30.1 41.1 59.7 79.7
1.00 0.904 1.00 1.00 0.960 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2930 2010 3000 2300 1580 2260 1740 1200 1860 1430 994 1290 983 699 533
669 460 609 467 322 403 310 214 301 232 161 177 134 95.4 72.8
158 159 139 140 141 121 122 123 110 111 112 92.2 93.3 94.3 94.9
1900 1300 1970 1500 1020 1490 1140 781 1230 939 645 862 647 455 346
1460 1010 1500 1150 792 1130 871 602 930 717 497 646 492 349 267
334 230 305 233 161 201 155 107 151 116 80.5 88.3 67.1 47.7 36.4
13400 9060 15700 11800 8040 13700 10300 7020 12400 9380 6380 10400 7710 5360 4050
48.1 71.4 32.0 42.8 63.5 28.0 37.4 55.6 25.5 34.1 50.6 21.5 29.4 42.7 56.9
13.7 20.2 10.4 13.7 20.2 10.4 13.8 20.3 10.4 13.8 20.3 10.5 14.2 20.4 27.0
1.44
1.44
1.28
1.28
1.28
1.12
1.12
1.12
1.02
1.02
1.02
0.858
0.858
0.858
0.858
105
71.1
123
93.0
63.1
107
81.1
55.1
97.5
73.7
50.1
81.6
60.5
42.1
31.8
9.5 CHS
6.4 CHS
9.5 CHS
6.4 CHS
9.5 CHS
6.4 CHS
323.9 x 12.7 CHS
9.5 CHS
6.4 CHS
273.1 x 12.7 CHS
9.3 CHS
6.4 CHS
4.8 CHS
Dimensions and Properties Handbook
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
355.6 x 12.7 CHS
406.4 x 12.7 CHS
103mm3
2500
(C,N,S)
50.4 1.00
103mm3
3830
876
Compactness(3) Ze
106mm4
mm
ls
157
103mm3
kf
2510
103mm3
C
1920
106mm4
J
438
mm2
r
17700
S
Properties for Design To AS 4100
36.0
Z
About any axis
Form Factor
m2/t
I
Torsion Modulus
10.3
Ag
Torsion Constant
m2/m
t
do
Gross Section Area
y
x
1.44
kg/m
per t
per m
External Surface Area
x
y
139
mm
mm
Mass per metre
Properties
o
457.0 x 12.7 CHS
t
do
Designation
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
UltraPipe Circular Hollow Sections
UP
Ultrapipe Circular hollow sections
91
92 About any axis
Dimensions and Properties Handbook
9.96
4.8 CHS
28.1
18.5
16.2 1270
1440 1.12
1.26
25.3
28.3
43.4
34.0
38.3
57.6
29.8
29.6
38.8
2.25
2.52
4.96
50.6
56.6
86.8
1.00
1.00
1.00
25.9
22.6
33.3
C
C
C
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
0.279
24.7
2.48
34.0
38.3
57.6
70.4
0.279
1650
C
11.3
23.8
26.7
88.9 x 5.5 CHS
27.7
1.00
0.359
105
13.0
6.00
4.8 CHS
38.3
128 70.4
16.0
114.3 x 6.0 CHS
52.5
49.1 1.00 196 16.5 57.8 128
98.0
8.25
2470
35.1
27.3
0.529
19.4
4.8 CHS 3.00
168 C
36.8 1.00 254 21.4 57.3
168
127
10.7
3260
26.3
20.7
0.529
25.6
6.4 CHS 2040
185 C
33.2 1.00 278 23.4 57.0
185
139
11.7
3600
23.7
18.7
0.529
28.2
168.3 x 7.1 CHS
19.1
169 C
76.7 1.00 286 31.3
76.1
185
143
15.6
2700
54.8
32.4
0.688
21.2
4.0 CHS
22.4
210 N
63.9 1.00 339 37.1
75.8
220
169
18.6
3230
45.6
27.1
0.688
25.4
4.8 CHS
0.359
290 C N
47.9 1.00 442 48.4
75.2
290
221
24.2
4280
34.2
20.5
0.688
33.6
6.4 CHS
103mm3
365 C 552
60.5
(C,N,S)
37.4 1.00
103mm3
106mm4
mm
74.6
103mm3
365
103mm3
Compactness(3) Ze
276
ls
30.3
kf
106mm4
mm2
C
5430
J
26.7
r
Properties for Design to AS 4100
m2/t
S
Form Factor
16.1
Z
About any axis
Torsion Modulus
m2/m
I
Torsion Constant
0.688
Ag
Properties
kg/m
t
do
Gross Section Area
42.6
mm
mm
per t
per m
External Surface Area
y
x
219.1 x 8.2 CHS
t
do
Mass per metre
Dimension and Ratios
x
y
Ultrapipe Circular hollow sections
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
UltraPipe Circular Hollow Sections
o
UP
Gas
Dimensions and Properties Handbook
3
4
Combustible liquids
Any other liquids not above
HHT* Harmful to Human Tissues
Flammable Toxic HHT*
2
Flammable Toxic HHT* (includes steam and cryogenic)
––
Any other gases not above
Lethal
1
Fluid
Lethal
Liquid
AS 4041 Table 1.4 Classes for Fluids
Yes
Yes
Yes
Yes
1
Yes
10MPa (gas) Yes (liquid)
Yes 10MPa
No
2A
Class
Yes
No
No
No
2P
Yes
Yes
Yes 2MPa max DN150
No
3
Water and other safe fluids.
Any other liquids not covered above
4
HHT* Harmful to Human Tissues
Steam, petroleum, methane, aviation fuel, chlorine, CO2, cryogenic fluids Argon, neon, nitrogen, air, fuel oil, crude oil, machine oil
Carbonyl chloride, cyanogen, hydrocyanic acid, xylyl bromide.
Flammable, toxic HHT* Gas and combustible liquids not covered above
2 3
Example
Lethal fluids
Type
1
Fluid
Fluid Type Examples
These features mean it can be used in a wide variety of applications, including: • Pressure piping for flammable, toxic, high pressure or lethal fluids and gases. • Pipelines for gas and liquid petroleum. • Structural and architectural uses in buildings and bridges. • Water bore casing. (Imported grade B and grade X42 line pipe does not comply with AS1396 due to the higher mechanical properties specified in this bore casing standard.)
Available in sizes from 88.9mm O.D. to 457.Omm O.D., UltraPipe is created using continuous cast steel strip of low carbon equivalent, which is ed using the high‑frequency electric resistance welding (HFERW) process. This process produces a flawless, continuous longitudinal seam of unparalleled symmetry and strength. UltraPipe is a straighter, rounder pipe of more consistent wall thickness, and it has a tighter bevel tolerance than required by most standards.
UltraPipe Pressure Ratings
UP
Ultrapipe Circular hollow sections
93
94
Dimensions and Properties Handbook
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.3 6.4 4.8
8.2 6.4 4.8 4.0
7.1 6.4 4.8
6.0 4.8
5.5 4.8
355.6 355.6 355.6
323.9 323.9 323.9
273.1 273.1 273.1 273.1
219.1 219.1 219.1 219.1
168.3 168.3 168.3
114.3 114.3
88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
12.7 9.5 6.4
406.4 406.4 406.4
WT
12.7 9.5 6.4
OD
457.0 457.0 457.0
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
100ºC
156 0.925 1 1
Fluid 4
156 176 0.925 0.925 1 1 1 1
Fluid 3 176 0.925 1 1
Maximum Operating Temperature
156 0.925 1 1
Fluid 2
156 176 0.925 0.925 1 1 1 1
Fluid 1
176 0.925 1 1
12.7 9.5 6.4 12.7 9.5 6.4 12.7 9.3 6.4 4.8 8.2 6.4 4.8 4.0 7.1 6.4 4.8 6.0 4.8 5.5 4.8
355.6 355.6 355.6 323.9 323.9 323.9 273.1 273.1 273.1 273.1 219.1 219.1 219.1 219.1 168.3 168.3 168.3 114.3 114.3 88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
e
1
1 1 1 1 1 Maximum Operating Temperature
1
1
1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
10.0 10.0
10.0 10.0
10.0 10.0
10.0 10.0
10.0 10.0 8.5
10.0 8.7 6.5 5.4
10.0 9.8 7.3 6.1 10.0 10.0 9.6
10.0 10.0 7.0 5.2
10.0 8.8 5.8
10.0 8.0 5.3
10.0 6.9 4.6
8.3 6.2 4.1
10.0 10.0 7.8 5.9
10.0 9.9 6.6
10.0 9.0 6.0
10.0 7.8 5.2
9.3 6.9 4.6
10.0 10.0
10.0 10.0
10.0 10.0 9.6
10.0 9.8 7.3 6.1
10.0 10.0 7.8 5.9
10.0 9.9 6.6
10.0 9.0 6.0
10.0 7.8 5.2
9.3 6.9 4.6
10.0 10.0
10.0 10.0
10.0 10.0 8.5
10.0 8.7 6.5 5.4
10.0 10.0 7.0 5.2
10.0 8.8 5.8
10.0 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient 100ºC
1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
12.7 9.5 6.4
406.4 406.4 406.4
WT
12.7 9.5 6.4
OD
457.0 457.0 457.0
Weld t factor
Design Strength MPa f Thickness tolerance factor Piping class factor M
Fluid 2
Fluid 3 Fluid 3 Fluid 4 Gas Gas Liquid Liquid 176 156 176 156 176 156 176 156 176 156 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 1 1 1 1 1 1 1 1 1 1
Fluid 1
Class 2A – AS 4041 Maximum operating pressures in MPa for UltraPipe
Ultrapipe Circular hollow sections
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
Class 1 – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
Dimensions and Properties Handbook
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.3 6.4 4.8
8.2 6.4 4.8 4.0
7.1 6.4 4.8
6.0 4.8
5.5 4.8
457.0 457.0 457.0
406.4 406.4 406.4
355.6 355.6 355.6
323.9 323.9 323.9
273.1 273.1 273.1 273.1
219.1 219.1 219.1 219.1
168.3 168.3 168.3
114.3 114.3
88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
99ºC
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
Ambient
156 0.925 1 1
Fluid 1
176 0.925 1 1
208 0.925 1 1
Fluid 3 176 0.925 1 1
99ºC
This class is not suitable for fluid 2
This class is not suitable for fluid 2
Ambient
99ºC
This class is not suitable for fluid 3
This class is not suitable for fluid 3
This class is not suitable for fluid 3
Ambient
Maximum Operating Temperature
156 0.925 1 1
Fluid 2
176 0.925 1 1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
WT
OD
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
25.4 22.0
21.4 16.9
17.0 15.3 11.3
15.0 11.6 8.7 7.2
18.8 13.6 9.3 6.9
15.7 11.7 7.8
14.3 10.6 7.1
12.5 9.2 6.2
11.0 8.2 5.5
Ambient
208 0.925 1 1
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
99ºC
156 0.925 1 1
Fluid 4
Class 2P – AS 4041 Maximum operating pressures in MPa for UltraPipe
5.5 4.8
6.0 4.8
7.1 6.4 4.8
8.2 6.4 4.8 4.0
12.7 9.3 6.4 4.8
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
WT
-25 -30
-25 -30
-15 -20 -30
-10 -20 -30 -30
-0 -5 -20 -30
-0 -5 -20
-0 -5 -20
-0 -5 -20
-0 -5 -20
MDMTºC
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
Ambient 100ºC
156 0.925 0.6 1
Fluid 1 176 0.925 0.6 1
156 0.925 0.6 1
Fluid 3 176 0.925 0.6 1
100ºC
2.0 2.0
2.0 2.0
2.0 2.0 2.0
2.0 2.0
2.0 2.0
2.0 2.0 2.0
This class is only suitable for 168mm diameter maximum in fluid 2
Ambient
12.9 11.2
10.8 8.6
8.6 7.7 5.8
7.6 5.9 4.4 3.6
9.5 6.9 4.7 3.5
8.0 5.9 4.0
7.3 5.4 3.6
6.3 4.7 3.1
5.6 4.2 2.8
Ambient
11.4 9.9
9.6 7.6
7.6 6.9 5.1
6.8 5.2 3.9 3.2
8.5 6.1 4.2 3.1
7.1 5.3 3.5
6.4 4.8 3.2
5.6 4.2 2.8
5.0 3.7 2.5
100ºC
Maximum Operating Temperature
156 0.925 0.6 1
Fluid 2 176 0.925 0.6 1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
88.9 88.9
114.3 114.3
168.3 168.3 168.3
219.1 219.1 219.1 219.1
273.1 273.1 273.1 273.1
323.9 323.9 323.9
355.6 355.6 355.6
406.4 406.4 406.4
457.0 457.0 457.0
OD
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
12.9 11.2
10.8 8.6
8.6 7.7 5.8
7.6 5.9 4.4 3.6
9.5 6.9 4.7 3.5
8.0 5.9 4.0
7.3 5.4 3.6
6.3 4.7 3.1
5.6 4.2 2.8
Ambient
176 0.925 0.6 1
11.4 9.9
9.6 7.6
7.6 6.9 5.1
6.8 5.2 3.9 3.2
8.5 6.1 4.2 3.1
7.1 5.3 3.5
6.4 4.8 3.2
5.6 4.2 2.8
5.0 3.7 2.5
100ºC
156 0.925 0.6 1
Fluid 4
Class 3 – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
Ultrapipe Circular hollow sections
95
CCI conversion and comparison information
Useful Equivalents One U.K. gallon
= = = = =
277.42 cubic in 0.160544 cubic ft 10 lb of water at 62ºF 4.54596 litre 1.20094 U.S. gallon
One U.S. gallon
= = =
0.83268 U.K. gallon 8.3268 lb of water 3.78531 litre
One litre
= =
0.219967 U.K. gallon 0.264178 U.S. gallon
One cubic in. of water
= =
0.036047 lb 0.0036047 U.K. gallon
One cubic ft of water
= = = = =
6.22884 U.K. gallon 7.48047 U.S. gallon 28.3161 litre 62.288 lb 0.0278 ton
One lb of water
= = = =
27.742 cubic in 0.10 U.K. gallon 0.120094 U.S. gallon 0.45359237 kilogramme
One ton of water
= = = =
35.962 cubic ft 224 U.K. gallon 269.01056 U.S. gallon 1018.2950 litre
lbf
= =
4.44822 N .45393 kgf
N
= =
0.22481 lbf 0.10197 kgf
kgf
= =
2.20462 lbf 9.80665 N
= = = = = =
2.30667 feet head 6.89476 kN/m2 0.0689476 bars 0.07031 kgf/cm2 0.06805 atm 0.7031 metres head
lbf/in2
feet head
= = = = = =
0.43353 lbf/in2 2.98907 kN/m2 0.2965 bars 0.03048 kgf/cm2 0.02950 atm 0.3048 metres head
kN/m2
= = = = = =
0.14538 lbf/in2 0.334558 feet head 0.001 bars 0.0101972 kgf/cm2 0.0098694 atm 0.101972 metres head
bar
= = = = = =
14.5038 lbf/in2 33.4558 feet head 100 kN/m2 1.01972 kgf/cm2 0.98694 atm 10.1972 metres head
kgf/cm2
= = = = = =
14.2233 lbf/in2 32.8084 feet head 0.0098067 kN/m2 0.98067 bars 0.96784 atm 10 metres head
atm
= = = = = =
14.6959 lbf/in2 33.8986 feet head 101.325 kN/m2 1.01325 bars 1.03323 kgf/cm2 10.3323 metres head
tonf/in2
= = =
15.4443 MN/m2 1.54443 h bars 1.57488 kgf/mm2
MN/m2
= = =
0.064749 tonf/in2 0.1 h bars 0.101972 kgf/mm2
h bar
= = =
0.64749 tonf/in2 10 MN/m2 1.01972 kgf/mm2
Conversion Factors To calculate the mass of steel: Round dia. mm2 x 0.006165 Hexagon size mm2 x 0.006798 Square thickness mm2 x 0.00785 Flat width in mm x thickness in mm x 0.00785
96
= kg per metre = kg per metre = kg per metre = kg per metre
Dimensions and Properties Handbook
Dimensions and Properties Handbook
Force
Mass
kilonewton
tonne
short ton US
1000 pound force
tonne
ton
kilonewton
kilogram & tonne
ton
newton
kilogram
hundredweight
ton force
kilogram
pound force
gram
pound
cubic metre
cubic yard
ounce
cubic millimetre cubic metre
cubic inch
cubic foot
Volume
litre
square metre
gallon (UK)
square metre
square yard
kilometre
mile
square foot
metre
mile
square millimetre
metre
yard
square millimetre
metre
foot
square inch
millimetre
square foot
millimetre
foot
Imperial
inch
Liquid
Area
Length
Unit
Imperial to Metric Conversion Factors Metric
1 kip = 4.448 kN
1 tonf = 9.964 kN
1 lbf = 4.448 N
1 short ton = 0.9072 tonne
1 ton = 1.016 tonne
1 ton = 1016 kg
1 cwt = 50.80 kg
1 lb = 0.4536 kg
1 oz = 28.35 g
1 yd3 = 0.7646 m3
1 ft3 = 0.02832 m3
1 in3 = 16387 mm3
1 gal = 4.546 litre
1 yd2 = 0.8361 m2
1 ft2 = 0.09290 m2
1 ft2 = 92900 mm2
1 in2 = 645.2 mm2
1 mile = 1.609 km
1 mile = 1609 m
1 yd = 0.9144 m
1 ft = 0.3048 m
1 ft = 304.8 mm
1 in = 25.40 mm
Imperial to Metric Conversion
CCI
conversion and comparison information
97
98 kilogram per cubic metre kilogram per cubic metre
pound per cubic foot
pound per cubic yard
watt watt watt
foot pound per second
horsepower
British thermal units per hour
Power
Dimensions and Properties Handbook metre per second kilometre per hour millimetre per second
foot per second
mile per hour
inch per second
Velocity
joules
foot pounds-force
Energy
millimetre4
inch4
kilonewton metre
tons force foot
Second Moment of Area (Moment of Inertia)
kilonewton metre
1000 pound force inch
millimetre3
newton metre
pound force foot
inch3
newton metre
pound force inch
Modulus of Section
Moment of Force (Torque)
kilogram per cubic metre
pound per cubic inch
Mass per Unit Volume
kilogram per square metre kilogram per square metre
pound per square inch pound per square foot
Mass per Unit Area
kilogram per metre kilogram per metre
megapascal (newton per square mm)
1000 pound force per square inch
pound per foot pound per yard
megapascal (newton per square mm)
ton force per square inch
Mass per Unit Length
1 lbf/in2 = 6.895 kPa (N/mm2 x 10-3)
kilopascal (newton per square mm x 10-3)
pound force per square inch
1 ips = 25.40 mm/s
1 mph = 1.609 km/h
1 fps = 0.3048 m/s
1 ft lbf = 1.356 J
1 Btu/h = 0.2931 W
1 hp = 754.7 W
1 ft lbf/s = 1.356 W
1 inch4 = 416 200 mm4
1 inch3 = 16 390 mm3
1 ton ft = 3.037 kN m
1 kip in = 0.113 kN m
1 lbf ft = 1.356 N m
1 lbf in = 0.113 N m
1 lb/yd3 = 0.5933 kg/m3
1 lb/ft3 = 16.02 kg/m3
1 lb/in3 = 27680 kg/m3
1 lb/in2 = 703.1 kg/m2 1 lb/ft2 = 4.882 kg/m2
1 lb/ft = 1.488 kg/m 1 lb/yd = 0.4961 kg/m
1 kip/in2 = 6.895 MPa (N/mm2)
1 tonf/in2 = 15.44 MPa (N/mm2)
1 lbf/in2 = 0.006895 MPa (N/mm2)
megapascal (newton per square mm)
pound force per square inch
conversion and comparison information
Stress and Pressure
Imperial to Metric Conversion Factors - continued
CCI
Dimensions and Properties Handbook
* Conversion between metric units
Force
Mass
1 kN = 0.2248 kip 1 kgf = 9.807 N* 1 N = 0.1020 kgf*
1 kN = 0.1004 tonf kilogram force-newton*
1 N = 0.2248 lbf
1 tonne = 1.102 short ton
1 tonne = 0.9842 ton
kilonewton
tonne
short ton US
1 kg = 0.0009842 ton
1000 pound force
tonne
ton
1 kg = 0.01968 cwt
kilonewton
kilogram & tonne
ton
1 kg = 2.205 lb
newton
kilogram
hundredweight
1 g = 0.03527 oz
1 m3 = 1.308 yd3
1 m3 = 35.31 ft3
1 mm3 = 0.00006102 in3
1 litre = 0.2200 gal
1 m2 = 1.196 yd2
1 m2 = 10.76 ft2
1 mm2 = 0.00001076 ft2
1 mm2 = 0.001550 in2
1 km = 0.6214 mile
1 m = 0.0006214 mile
1 m = 1.094 yd
1 m = 3.281 ft
1 mm = 0.003281 ft
1 mm = 0.03937 in
Imperial to Metric Conversion
ton force
kilogram
Metric
pound force
gram
pound
cubic metre
cubic yard
ounce
cubic millimetre cubic metre
cubic inch
cubic foot
Volume
litre
square metre
square yard
gallon (UK)
square metre
kilometre
mile
square foot
metre
mile
square millimetre
metre
yard
square millimetre
metre
foot
square foot
millimetre
square inch
millimetre
foot
Imperial
inch
Liquid
Area
Length
Unit
Metric to Imperial Conversion Factors
CCI
conversion and comparison information
99
100 kilogram per cubic metre kilogram per cubic metre
pound per cubic foot
pound per cubic yard
Dimensions and Properties Handbook watt watt watt
foot pound per second
horsepower
British thermal units per hour
Power
kilometre per hour millimetre per second
mile per hour
inch per second
* Conversion between metric units
metre per second
foot per second
Velocity
joules (1 kW h = 3 600 000 J 1 kW h = 3.6 MJ)
foot pounds-force
Energy
millimetre4
inch4
kilogram force per metre – newton metre*
Second Moment of Area (Moment of Inertia)
kilonewton metre
tons force foot
millimetre3
kilonewton metre
1000 pound force inch
inch3
1 kN m = 0.3293 tonf ft 1 kgf m = 9.807 N m* 1 N m = 0.102 kgf m*
newton metre
1 mm/s = 0.03937 ips
1 km/h = 0.6214 mph
1 m/s = 3.281 fps
1 J = 0.7376 ft lbf
1 W = 3.412 Btu/h
1 W = 0.001341 hp
1 W = 0.7376 ft lbf/s
1mm4 = 0.0002403 in4
1 mm3 = 0.00006102 in3
1 kN m = 8.851 kip in
1 N m = 0.7376 lbf ft
newton metre
pound force foot
1 N m = 8.851 lbf in
1 kg/m3 = 1.686 lb/yd3
1 kg/m3 = 0.0624 lb/ft3
1 kg/m3 = 0.00003605 lb/in3
1 kg/m2 = 0.001422 lb/in2 1 kg/m2 = 0.2048 lb/ft2
1 kg/m = 0.672 lb/ft 1 kg/m = 2.016 lb/yd
1 MPa (N/mm2)= 0.06476 tonf/in2
pound force inch
Modulus of Section
Moment of Force (Torque)
kilogram per cubic metre
pound per cubic inch
Mass per Unit Volume
kilogram per square metre kilogram per square metre
pound per square inch pound per square foot
Mass per Unit Area
kilogram force per square mm – megapascal (newton per square mm) kilogram per metre kilogram per metre
1 kgf/mm2 = 9.807 MPa (N/mm2)
megapascal (newton per square mm)
1000 pound force per square inch
pound per foot pound per yard
1 MPa (N/mm2) = 0.1450 kip/in2
megapascal (newton per square mm)
ton force per square inch
1 kPa (N/mm2 x 10-3) = 0.1450 lbf/in2
kilopascal (newton per square mm x 10-3)
pound force per square inch
1 MPa (N/mm2) = 145.0 lbf/in2
megapascal (newton per square mm)
pound force per square inch
conversion and comparison information
Mass per Unit Length
Stress and Pressure
Metric to Imperial Conversion Factors- continued
CCI
CCI
Comparison Grades – International Table This comparison chart has been compiled for customers who work to overseas drawings and specifications. It is a guide only as standards or brand names are seldom exactly identical. Grade
German Mat. No
Saarstahl Grade
Rochling
AISI
BS 4659
BS 970 Part1
JIS
High
1.3243
1.3243
GIANT M5 CO M35
BM35
SKH 55
Speed
1.3247
1.3247
GIANT 101
M42
BM42
SKH 59
Steels
1.3343
1.3343
GIANT M5
M2
BM2
SKH 51
Hot
1.2343
1.2343
RDC 2
H11
BH11
SKD 6
Work
1.2344
1.2344
RDC 2 V
H13
BH13
SKD 61
Steels
1.2714
1.2714
RGS 4
L6
Plastic
1.2083
1.2083
Mould
1.2311
1.2311
MFR
P20
Steels
1.2312
1.2312
MOULREX-A
P20+S
1.2738
1.2738
1.2316
1.2316
BP 42
Cold
1.2080
1.2080
RCCO
D3
BD3
Work
1.2379
1.2379
RCC SUPRA
D2
BD2
Steels
1.2436
1.2436
RCC EXTRA
D6
1.2510
1.2510
RUS 3
01
1.2767
1.2767
RABW
1.2842
1.2842
RUS
02
1.2363
1.2363
RKCM
A2
BA2
1.2550
1.2550
RTWK
S1
BS1
Engi-
1.1191
1.1191
R4
1045
EN8D
060A45
S45C
neering
1.1203
1.1203
R5
1055
EN9
070M55
S55C
708A30
SCM430
1.7225
1.7225
MO 40
708M40
SCM440
708H45
SCM445H
EN24
817M40
SNCM439
EN25
826M31
EN36A
655M13
SNC815
EN39B
835M15
SNCM815
EN362
805A22
SNCM220
EN30B
EN19A
4145H
Case
4340
8407
THYROTHERM 2344 W302
W300 W500 THYROPLAST 2083
M310
THYROPLAST 2311
M201
HOLDAX
THYROPLAST 2312
M200
SKD 1
XW5
THYRODUR 2080
K100
SKD 11
XW41
THYRODUR 2379
K110
SKD 2
XW5
SKS 3
DF2
835M30
K107 THYRODUR 2510
K460
THYRODUR 2767
K600
SKD 12
XW10
THYRODUR 2343
K305
M4
THYRODUR 2550
K455 V945
760
V340 V320
709
V155
705
1.6582
1.6582
1.6580
1.6580
1.5752
1.5752
RAE 3
3415
1.6523
1.6523
MONIX E
8620
1.7131
1.7131
EC 80
E410
1.7147
1.7147
EC 100
E401
Hardening
S600
THYRAPID 3343
K720
4130
MONIX 15
S500 HSP 41
BP20
B01
Bohler/ VEW S705
SUS420J1 STAVAX
P20+Ni
4140
Thyssen
SKS 51 420S29
420
Steels
ASSAB
conversion and comparison information
THYSSEN 6580
Dimensions and Properties Handbook
V145 E200 E115
101
CCI conversion and comparison information
Hardness Testing The hardness of a given material is generally defined as the resistance it shows to penetration by a test body of defined shape. It can be measured with testing equipment of different design, the most common types being Brinell, Rockwell and Vickers. Brinell hardness and Vickers hardness are expressed by the quotient of load and surface area of indentation. The hardness numbers for Brinell and Vickers hardness are not affected by the introduction of Newton as unit of force. It has been internationally agreed to simply multiply the load with the factor 0.102. Example:
Old New F F HB = A HB = 0.102 A Load F in kp Load F in N Surface area of permanent indentation A in mm2
The following comparison of hardness tables are based on DIN 50 150 of December 1976. Values in bold face correspond exactly to DIN values. The other values are interpolated. Values in parenthesis are values outside the defined range of standardised hardness testing procedures. Also, Brinell hardness numbers in parenthesis apply only when testing with carbide ball. The tables cover only hot formed or heat treated, unalloyed or low alloy steels and steel castings. Interconversion of hardness numbers or conversion of hardness numbers to tensile strength values is subject to error and should only be employed when prescribed testing procedure is not applicable. (Tests carried by Verein Deutscher Eisenhüttenleute [VDEh] showed a scatter range for the conversion of Vickers hardness numbers to tensile strength values of ±25 HV 10 or ±85 N/mm2.)
Comparison of Hardness Ball indentation diameter1 mm
Brinell hardness2
N/mm2
Vickers hardness (F > 98 N) HV
200 210 220
63 65 69
7.32 7.22 7.04
60 62 66
225 230 240
70 72 75
6.99 6.95 6.82
67 68 71
250 255 260
79 80 82
6.67 6.63 6.56
75 76 78
270 280 285
85 88 90
6.45 6.35 6.28
81 84 86
41 45 48
290 300 305
91 94 95
6.25 6.19 6.16
87 89 90
49 51 52
310 320 330
97 100 103
6.10 6.01 5.93
92 95 98
54 56 58
Tensile strength
1
102
steel ball with 10mm diameter
HB
2
Rockwell hardness HRB
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
HRC
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
335 340 350
105 107 110
5.87 5.83 5.75
100 102 105
59 60 62
360 370 380
113 115 119
5.70 5.66 5.57
107 109 113
63.5 64.5 66
385 390 400
120 122 125
5.54 5.50 5.44
114 116 119
67 67.5 69
410 415 420
128 130 132
5.38 5.33 5.32
122 124 125
70 71 72
430 440 450
135 138 140
5.26 5.20 5.17
128 131 133
73 74 75
460 465 470
143 145 147
5.11 5.08 5.05
136 138 140
76.5 77 77.5
480 490 495
150 153 155
5.00 4.96 4.93
143 145 147
78.5 79.5 80
500 510 520
157 160 163
4.90 4.86 4.81
149 152 155
81 81.5 82.5
530 540 545
165 168 170
4.78 4.74 4.71
157 160 162
83 84.5 85
550 560 570
172 175 178
4.70 4.66 4.62
163 166 169
85.5 86 86.5
575 580 590
180 181 184
4.59 4.58 4.54
171 172 175
87
595 600 610
185 187 190
4.53 4.51 4.47
176 178 181
620 625 630
193 195 197
4.44 4.43 4.40
184 185 187
90
640 650 660
200 203 205
4.37 4.34 4.32
190 193 195
91.5 92 92.5
670 675 680
208 210 212
4.29 4.27 4.25
198 199 201
93 93.5
steel ball with 10mm diameter
2
HRC
conversion and comparison information
88 89 89.5
91
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
103
CCI conversion and comparison information
Tensile strength N/mm2
1
104
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
HRC
690 700 705
215 219 220
4.22 4.19 4.18
204 208 209
94
710 720 730
222 225 228
4.16 4.13 4.11
211 214 216
95.5 96
740 750 755
230 233 235
4.08 4.07 4.05
219 221 223
96.5 97
760 770 780
237 240 243
4.03 4.01 3.98
225 228 231
97.5 98
785 790 800
245 247 250
3.97 3.95 3.93
223 235 238
810 820 830
253 255 258
3.91 3.89 3.87
240 242 245
835 840 850
260 262 265
3.85 3.84 3.82
247 249 252
24
860 865 870
268 270 272
3.80 3.78 3.77
255 257 258
25
880 890 900
275 278 280
3.76 3.74 3.72
261 264 266
27
910 915 920
283 285 287
3.70 3.69 3.68
269 271 273
28
930 940 950
290 293 295
3.66 3.64 3.63
276 278 280
960 965 970
299 300 302
3.61 3.60 3.59
284 285 287
30
980 990 995
305 308 310
3.57 3.55 3.54
290 293 295
31
1000 1010 1020
311 314 317
3.53 3.52 3.50
296 299 301
32
1030 1040 1050
320 323 327
3.49 3.47 3.45
304 307 311
33
steel ball with 10mm diameter
2
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
95
21 99 99.5
22 23
26
29
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
HRC
1060 1070 1080
330 333 336
3.44 3.43 3.41
314 316 319
1090 1095 1100
339 340 342
3.40 3.39 3.38
322 323 325
1110 1120 1125
345 349 350
3.36 3.35 3.34
328 332 333
1130 1140 1150
352 355 358
3.33 3.32 3.31
334 337 340
1155 1160 1170
360 361 364
3.30 3.29 3.28
342 343 346
37
1180 1190 1200
367 370 373
3.26 3.25 3.24
349 352 354
38
1210 1220 1230
376 380 382
3.23 3.21 3.20
357 361 363
39
1240 1250 1255
385 388 390
3.19 3.18 3.17
366 369 371
1260 1270 1280
392 394 397
3.16 3.14
372 374 377
1290 1300 1310
400 403 407
3.13 3.12 3.10
380 383 387
41
1320 1330 1340
410 413 417
3.09 3.08 3.07
390 393 396
42
1350 1360 1370
420 423 426
3.06 3.05 3.04
399 402 405
43
1380 1385 1390
429 430 431
3.02
408 409 410
1400 1410 1420
434 437 440
3.01 3.00 2.99
413 415 418
1430 1440 1450
443 446 449
2.98 2.97 2.96
421 424 427
steel ball with 10mm diameter
2
conversion and comparison information
34
35
36
40
44
45
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
105
CCI conversion and comparison information
Tensile strength N/mm2
1
106
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
1455 1460 1470
450 452 455
1480 1485 1490
458 460 461
2.93 2.92
435 437 438
1500 1510 1520
464 467 470
2.91 2.90 2.89
441 444 447
1530 1540 1550
473 476 479
2.88 2.87
449 452 455
1555 1560 1570
480 481 484
2.86 2.85
(456) (457) (460)
1580 1590 1595
486 489 490
2.84 2.83
(462) (465) (466)
1600 1610 1620
491 494 497
1630 1640 1650
500 503 506
1660 1665 1670
509 510 511
2.78
(483) (485) (486)
1680 1690 1700
514 517 520
2.77 2.76 2.75
(488) (491) (494)
1710 1720 1730
522 525 527
2.74
(496) (499) (501)
1740 1750 1760
530 533 536
2.73 2.71 2.71
(504) (506) (509)
1770 1775 1780
539 540 541
2.70
(512) (513) (514)
1790 1800 1810
544 547 550
2.69
1820 1830 1840
553 556 559
2.67
1845 1850 1860
560 561 564
steel ball with 10mm diameter
2.95 2.94
2.82
2.80 2.79
2.68
2.66 2.65 2
Rockwell hardness HRB
HRC
428 429 432
(467) (470) (472)
46
47
48
49
(475) (478) (481)
(517) (520) (523)
50
51
52
(525) (528) (531) (532) (533) (536)
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
53
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
1870 1880 1890
567 570 572
2.64
1900 1910 1920
575 578 580
2.62
1930 1940 1950
583 586 589
2.60
1955 1960 1970
590 591 594
1980 1990 1995
596 599 600
2000 2010 2020
602 605 607
2030 2040 2050
610 613 615
2060 2070 2080
618 620 623
2090 2100 2105
626 629 630
2.51
(595) (598) (599)
2110 2120 2130
631 634 636
2.50
(600) (602) (604)
2140 2145 2150
639 640 641
2.49
(607) (608) (609)
2160 2170 2180
644 647 650
2.48 2.47
(621) (615) (618)
2190 2200
653 655 675
2.63
2.61
(546) (549) (551) (554) (557) (560)
2.58
(561) (562) (564)
2.56 2.55 2.54 2.53 2.52
2.46
HRB
HRC
(539) (542) (543)
2.59
2.57
Rockwell hardness
(567) (569) (570)
54
55
(572) (575) (577) (580) (582) (584)
56
(587) (589) (592)
(620) (622)
57
58 59
698 720 745
60 61 62
773 800 829
63 64 65
864 900 940
66 67 68
steel ball with 10mm diameter
2
conversion and comparison information
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
107
CCI conversion and comparison information
Tensile Testing The following information on this basic testing procedure takes into all changes resulting from internationally approved ISO recommendations which have been incorporated into a number of national standards.
ISO 6892 EU 2 DIN 50145 BS 18/Part 2
NFA 03-151 UNI 55612 JIS Z2201
Symbols, designations, units new
108
Symbol
Designation
old
Unit
A
d
Elongation after fracture
%
d0
d0
Original diameter of parallel length of test piece of circular cross section
mm
E
E
Modulus of elasticity
N/mm2 (MPa)
F
P
Load
N
Fm
Pmax
Maximum load
N
L0
L0
Original gauge length at ambient temperature
mm
Lu
LB
Final gauge length after fracture
mm
Rp e.g. Rp0.2
s s0.2
Proof stress (non-proportional elongation) e.g. 0.2 non-proportional elongation
N/mm2 (MPa)
ReH
sSo
Upper yield stress
N/mm2 (MPa)
ReL
sSu
Lower yield stress
N/mm2 (MPa)
Rm
sB
Tensile strength
N/mm2 (MPa)
So
Fo
Original cross-sectional area
mm2
Su
FB
Minimum cross-sectional area after fracture
mm2
Z
Y
Reduction of area
%
e
e
Elongation
%
ee
eel
Elastic elongation
%
ep
–
Non-proportional elongation
%
er
ebl
Permanent elongation
%
et
eges
Total elongation
%
s
s
Stress (nominal stress)
N/mm2 (MPa)
Dimensions and Properties Handbook
CCI
Specimen prior to tensile testing
conversion and comparison information
Specimen after fracture
Stress σ
Stress (nominal stress) is defined as load, at any moment during the test, divided by the original cross‑sectional area.
F 2 σ = S o [N/mm ]
Tensile strength Rm
Tensile strength is defined as stress corresponding to the maximum load divided by the original cross-sectional area of the specimen.
Fm 2 R m = So [N/mm ]
Modulus of elasticity E (static modulus of elasticity)
Quotient of load F divided by the original cross-sectional area So and extension ∆Le divided by extensometer gauge length LE0 in the rank of elastic deformation Em = F .LE0 = σm . 100 So .∆Le εe
Dimensions and Properties Handbook
109
CCI conversion and comparison information
Tensile Strength – conversion ksi to N/mm2 (MPa) ksi 0 N/mm2 (MPa)
110
1 lbf = 0.453 592 37 kp 1
2
3
1 kp = 9.806 65 N 4
5
1 in = 0.025 4 m 6
7
1 ksi = 1000 psi 8
9
0 10 20 30 40
– 68.95 137.90 206.84 275.79
6.90 75.84 144.79 213.74 282.69
13.79 82.74 151.69 220.60 289.58
20.68 89.63 158.58 227.53 296.48
27.58 96.53 165.47 234.42 303.37
34.47 103.42 172.37 241.32 310.26
41.37 110.32 176.26 248.21 317.16
48.26 117.21 186.16 255.11 324.05
55.16 124.11 193.0 262.00 330.95
62.05 131.00 199.95 268.90 337.84
50 60 70 80 90
344.74 413.69 482.63 551.58 620.53
351.63 420.58 489.53 558.48 627.42
358.53 427.48 496.48 565.37 634.32
365.42 434.47 503.32 572.27 641.21
372.32 441.26 510.21 579.16 648.11
379.21 448.16 517.11 586.05 655.00
386.11 455.05 524.00 592.95 661.90
393.00 461.95 530.90 599.84 668.79
399.90 468.84 537.79 606.74 675.69
406.79 475.74 544.69 613.63 682.58
100 110 120 130 140
689.48 758.43 827.37 896.32 965.27
696.37 765.32 834.27 903.21 972.16
703.27 772.21 841.16 910.11 979.06
710.16 779.11 848.06 917.00 985.95
717.06 786.00 854.95 923.90 992.85
723.95 792.90 861.85 930.79 999.74
730.84 799.79 868.74 937.69 1006.63
737.74 806.69 875.63 944.85 1013.53
744.63 813.58 882.53 951.48 1020.42
751.53 820.48 889.42 958.37 1027.32
150 160 170 180 190
1034.21 1103.16 1172.11 1241.06 1310.00
1041.11 1110.06 1179.00 1247.95 1316.90
1048.00 1116.65 1185.90 1254.85 1323.79
1054.90 1123.85 1192.79 1261.74 1330.69
1061.79 1130.74 1199.69 1268.64 1337.58
1068.69 1137.63 1206.58 1275.53 1344.48
1075.58 1144.53 1213.48 1282.42 1351.37
1082.48 1151.42 1220.37 1289.32 1358.27
1089.37 1158.32 1227.27 1296.21 1365.16
1096.27 1165.21 1234.16 1303.11 1372.06
200 210 220 230 240
1378.95 1447.90 1516.85 1585.79 1654.74
1385.85 1454.74 1523.74 1592.69 1661.64
1392.74 1461.69 1530.64 1599.58 1668.53
1399.64 1648.58 1537.53 1606.48 1675.43
1406.53 1475.48 1544.43 1613.37 1682.32
1413.43 1482.37 1551.32 1620.27 1689.22
1420.32 1489.27 1558.22 1627.16 1696.11
1427.21 1496.16 1565.11 1634.06 1703.01
1434.11 1503.06 1572.00 1640.95 1709.90
1441.00 1509.95 1578.90 1647.85 1716.79
250 260 270 280 290
1723.69 1792.64 1861.58 1930.53 1999.48
1730.58 1799.53 1868.48 1937.43 2006.37
1737.48 1806.43 1875.37 1944.32 2013.27
1744.37 1813.32 1882.27 1951.22 2020.16
1751.27 1820.22 1889.16 1958.11 2027.06
1758.16 1827.11 1896.06 1965.01 2033.95
1765.06 1834.01 1902.95 1971.90 2040.85
1771.95 1840.90 1909.85 1978.80 2047.74
1778.85 1847.79 1916.47 1985.69 2054.64
1785.74 1854.69 1923.64 1992.58 2061.53
300 310 320 330 340
2068.43 2137.37 2206.32 2275.27 2344.22
2075.32 2144.27 2213.22 2282.16 2351.11
2082.22 2151.16 2220.11 2289.06 2358.01
2089.11 2158.06 2227.01 2295.95 2364.90
2096.01 2164.95 2233.90 2302.85 2371.80
2102.90 2171.85 2240.80 2309.74 2378.69
2109.80 2178.74 2247.69 2316.64 2385.59
2116.69 2185.64 2254.59 2323.53 2392.48
2123.59 2192.53 2261.48 2330.43 2399.38
2130.48 2199.43 2268.38 2337.32 2406.37
350 360 370 380 390
2413.17 2482.11 2551.06 2620.01 2688.96
2420.06 2489.01 2557.95 2626.90 2695.85
2426.95 2495.90 2564.85 2633.80 2702.74
2433.85 2502.80 2571.74 2640.69 2709.64
2440.74 2509.69 2578.64 2647.59 2716.53
2447.64 2516.59 2585.53 2654.48 2723.43
2454.53 2523.48 2592.43 2661.38 2730.32
2461.43 2530.38 2599.32 2668.27 2737.22
2468.32 2537.27 2606.22 2675.17 2744.11
2475.22 2544.17 2613.11 2682.06 2751.01
400 410 420 430 440
2757.90 2826.85 2895.80 2964.75 3033.69
2764.80 2833.75 2902.69 2971.64 3940.59
2771.69 2840.64 2909.59 2978.54 3047.48
2778.59 2847.53 2916.48 2985.43 3054.38
2785.48 2854.43 2923.38 2992.32 3061.27
2792.38 2861.32 2930.27 2999.22 3068.17
2799.27 2868.22 2937.17 3006.11 3075.06
2806.17 2875.11 2944.06 3013.01 3081.96
2813.06 2882.01 2950.96 3019.90 3088.85
2819.96 2888.90 2957.85 3026.80 3095.75
450 460 470 480 490
3102.64 3171.59 3240.54 3309.48 3378.43
3109.54 3148.78 3247.43 3316.38 3385.33
3116.43 3185.38 3254.33 3323.27 3392.22
3123.33 3192.27 3261.22 3330.17 3399.12
3130.22 3199.17 3268.11 3337.06 3406.01
3137.11 3206.06 3275.01 3343.96 3412.90
3144.01 3212.96 3281.90 3350.85 3419.80
3150.90 3219.85 3288.50 3357.75 3426.69
3157.80 3226.75 3295.69 3364.64 3433.59
3164.69 3233.64 3302.59 3371.54 3440.48
500
3447.38
3454.27
3461.17
3468.06
3474.96
3481.85
3488.75
3495.64
3502.54
3509.43
Dimensions and Properties Handbook
CCI conversion and comparison information
Pressure, mechanical stress – conversion tonf/in2 to MN/m2 (MPa) 1 tonf (Brit.) = 2,240 lbf tonf/in2
0
MN/m2 = N/mm2 = (MPa)
1 lbf = 0.453 592 37 kp
1 kp = 9.806 65 N
1 in = 0.0254 m
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0 1 2 3 4
– 15.444 30.889 46.333 61.777
1.544 16.989 32.433 47.877 63.322
3.089 18.533 33.977 49.422 64.866
4.633 20.078 35.522 50.966 66.410
6.178 21.622 37.066 52.511 67.955
7.722 23.166 38.611 54.055 69.499
9.267 24.711 40.155 55.599 71.044
10.811 26.255 41.700 57.144 72.588
12.355 27.800 43.244 58.688 74.132
13.900 29.344 44.788 60.233 75.677
5 6 7 8 9
77.221 92.666 108.110 123.554 138.998
78.766 94.210 109.654 125.098 140.543
80.310 95.754 111.199 126.643 142.087
81.855 97.299 112.743 128.187 143.632
83.399 98.943 114.287 129.732 145.176
84.943 100.388 115.832 131.276 146.720
86.488 101.932 117.376 132.821 148.265
88.032 103.477 118.921 134.365 149.809
89.577 105.021 120.465 135.909 151.354
91.121 106.565 122.010 137.454 152.898
10 11 12 13 14
154.443 169.887 185.331 200.775 216.220
155.987 171.431 186.876 202.320 217.764
157.531 172.976 188.420 203.864 219.308
159.076 174.520 189.964 205.409 220.853
160.620 176.065 191.509 206.953 222.397
162.165 177.609 193.053 208.497 223.942
163.709 179.153 194.598 210.042 225.486
165.254 180.698 196.142 211.586 227.031
166.798 182.242 197.686 213.313 228.575
168.342 183.787 199.231 214.675 230.119
15 16 17 18 19
231.664 247.108 262.552 277.997 293.441
233.208 248.635 264.097 279.541 294.985
234.753 250.197 265.641 281.085 296.530
236.297 251.741 267.186 282.630 298.074
237.824 253.286 268.730 284.174 299.619
239.386 254.830 270.274 285.719 301.163
240.930 256.375 271.819 287.263 302.707
242.475 257.919 273.363 288.808 304.252
244.019 259.464 274.908 290.352 305.796
245.564 261.008 276.452 291.896 307.341
20 21 22 23 24
308.885 324.329 339.774 355.218 370.662
310.430 325.874 341.318 356.762 372.207
311.974 327.418 342.862 358.307 373.751
313.518 328.963 344.407 359.851 375.295
315.063 330.507 345.951 361.396 376.840
316.607 332.052 347.496 362.940 378.384
318.152 333.596 349.040 634.484 379.929
319.696 335.140 350.585 366.029 381.473
321.241 336.685 352.129 367.573 383.018
322.785 338.229 353.673 369.118 384.562
25 26 27 28 29
386.106 401.551 416.995 432.439 447.883
387.651 403.095 418.539 433.984 449.428
389.195 404.640 420.084 435.528 450.972
390.740 406.184 421.628 437.072 452.517
392.284 407.728 423.173 438.617 454.061
393.829 409.273 424.717 440.161 455.606
395.373 410.817 426.261 441.706 457.150
396.917 412.362 427.806 443.250 458.694
398.462 413.906 429.350 444.795 460.239
400.006 415.450 430.895 446.339 461.783
30 31 32 33 34
463.328 478.772 494.216 509.660 525.105
464.872 480.316 495.761 511.205 526.649
466.417 481.861 497.305 512.749 528.194
467.961 483.405 498.849 514.294 529.738
469.505 484.950 500.394 515.838 531.282
471.050 486.494 501.938 517.383 532.827
472.594 488.039 503.483 518.927 534.371
474.139 489.583 505.027 520.471 535.916
475.683 491.127 506.572 522.016 537.460
477.228 492.672 508.116 523.560 539.005
35 36 37 38 39
540.549 555.993 571.437 586.882 602.326
542.093 557.538 572.982 588.426 603.870
543.638 559.082 574.526 589.971 605.415
545.182 560.627 576.071 591.515 606.959
546.727 562.171 577.615 593.059 608.504
548.271 563.715 579.160 594.604 610.048
549.816 565.260 580.704 596.148 611.593
551.360 566.804 582.248 597.693 613.137
552.904 568.349 583.793 599.237 614.681
554.449 569.893 585.337 600.782 616.226
40 41 42 43 44
617.770 633.215 648.659 664.103 679.547
619.315 634.759 650.203 665.647 681.092
620.859 636.303 651.748 667.192 682.636
622.404 637.848 653.292 668.736 684.181
623.948 639.392 654.836 670.281 685.725
625.492 640.937 656.381 671.825 687.269
627.037 642.481 657.925 673.370 688.814
628.581 644.025 659.470 674.914 690.358
630.126 645.570 661.014 676.458 691.903
631.670 647.114 662.559 678.003 693.447
45 46 47 48 49
694.992 710.436 725.880 741.324 756.769
696.536 711.980 727.424 742.869 758.313
698.080 713.525 728.969 744.413 759.857
699.625 715.069 730.513 745.958 761.402
701.169 716.613 732.058 747.502 762.946
702.714 718.158 733.602 749.046 764.491
704.258 719.702 735.147 750.591 766.035
705.803 721.247 736.691 752.135 767.580
707.347 722.791 738.235 753.680 769.124
708.891 724.336 739.780 755.224 770.668
Dimensions and Properties Handbook
111
CCI conversion and comparison information
112
tonf/in2
0
MN/m2 = N/mm2 = (MPa)
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
50 51 52 53 54
772.21 787.66 803.10 818.55 833.99
773.76 789.20 804.65 820.09 835.35
775.30 790.75 806.19 821.63 837.08
776.85 792.29 807.74 823.18 838.62
778.39 793.84 801.28 824.72 840.17
779.94 795.38 810.82 826.27 841.71
781.48 796.48 812.37 827.81 843.26
783.02 798.47 813.91 829.36 844.80
784.57 800.01 815.46 830.90 846.35
786.11 801.56 817.00 823.45 847.89
55 56 57 58 59
849.43 864.88 880.32 895.77 911.21
850.98 866.42 881.87 897.31 912.76
852.52 867.97 883.41 898.86 914.30
854.07 869.51 884.96 900.40 915.84
855.61 871.06 886.50 901.95 917.38
857.16 872.60 888.05 903.49 918.93
858.70 874.15 889.59 905.03 920.48
860.25 875.69 891.13 906.58 922.02
861.79 877.23 892.68 908.12 923.57
863.33 878.78 894.22 909.67 925.11
60 61 62 63 64
926.66 942.10 957.54 972.99 988.43
928.20 943.64 959.09 974.53 989.98
929.74 945.19 960.63 976.08 991.52
931.29 946.73 962.18 977.62 993.07
932.83 948.28 963.72 979.17 994.61
934.38 949.82 965.27 980.71 996.16
935.92 951.37 966.81 982.26 997.70
937.47 952.91 968.36 983.80 999.24
930.01 954.46 969.90 985.34 1000.79
940.56 956.00 971.44 986.89 1002.33
65 66 67 68 69
1003.88 1019.32 1034.77 1050.21 1065.65
1005.72 1020.87 1036.31 1051.75 1067.20
1006.97 1022.41 1037.85 1053.30 1068.74
1008.51 1023.95 1039.40 1054.84 1070.29
1010.05 1025.50 1040.94 1056.39 1071.83
1011.60 1027.04 1042.49 1057.93 1073.38
1013.14 1027.04 1042.49 1057.93 1073.38
1014.69 1030.13 1045.58 1061.02 1076.76
1016.23 1031.68 1047.12 1062.56 1078.01
1017.78 1033.22 1048.67 1064.11 1079.55
70 71 72 73 74
1081.10 1096.54 1111.99 1127.43 1142.87
1082.64 1098.09 1113.53 1128.98 1144.42
1084.19 1099.63 1115.08 1130.52 1145.96
1085.73 1101.18 1116.62 1132.06 1147.51
1087.28 1102.72 1118.16 1133.61 1149.05
1088.82 1104.26 1119.71 1135.15 1150.60
1088.82 1104.26 1119.71 1135.15 1150.60
1091.91 1107.35 1122.80 1138.24 1153.69
1093.45 1108.90 1124.34 1139.79 1155.23
1095.00 1110.44 1125.89 1141.33 1156.77
75 76 77 78 79
1158.32 1173.76 1189.21 1204.65 1220.10
1159.86 1175.32 1190.75 1206.20 1221.64
1161.41 1167.85 1192.30 1207.74 1223.19
1162.95 1178.40 1193.84 1209.29 1224.73
1164.50 1179.94 1195.39 1210.83 1226.27
1166.04 1181.49 1196.93 1212.37 1227.82
1167.59 1183.03 1198.47 1213.92 1229.36
1169.13 1184.57 1200.02 1215.46 1230.91
1170.67 1186.12 1201.56 1217.01 1232.45
1172.22 1187.66 1203.11 1218.55 1234.00
80 81 82 83 84
1235.54 1250.98 1266.43 1281.87 1297.32
1237.08 1252.53 1267.97 1283.42 1298.86
1238.63 1254.07 1269.52 1284.96 1300.41
1240.17 1255.62 1271.06 1286.51 1301.95
1241.72 1257.16 1272.61 1288.05 1303.50
1234.26 1258.71 1274.15 1289.60 1305.04
1244.81 1260.25 1275.70 1291.14 1306.58
1246.35 1261.80 1277.24 1292.68 1308.13
1247.90 1263.34 1278.78 1294.23 1309.67
1249.44 1264.88 1280.33 1295.77 1311.22
85 86 87 88 89
1312.76 1328.21 1343.65 1359.09 1374.54
1314.31 1329.75 1345.19 1360.64 1376.08
1315.85 1331.29 1346.74 1362.18 1377.63
1317.40 1332.84 1348.28 1363.73 1379.17
1318.94 1334.38 1349.83 1365.27 1380.72
1320.48 1335.93 1351.37 1366.82 1382.26
1322.03 1337.47 1352.92 1368.36 1383.81
1323.57 1339.02 1354.46 1369.91 1385.35
1325.12 1340.56 1356.01 1371.45 1386.89
1326.66 1342.11 1357.55 1372.99 1388.44
90 91 92 93 94
1389.98 1405.43 1420.87 1436.32 1451.76
1391.53 1406.97 1422.42 1437.86 1453.30
1393.07 1408.52 1423.96 1439.40 1454.85
1394.62 1410.06 1425.50 1440.95 1456.39
1396.16 1411.61 1427.05 1442.49 1457.94
1397.71 1413.15 1428.59 1444.04 1459.48
1399.25 1414.69 1430.14 1445.58 1461.03
1400.79 1416.24 1431.68 1447.13 1462.57
1402.34 1417.78 1433.23 1448.67 1464.12
1403.88 1419.33 1434.77 1450.22 1465.66
95 96 97 98 99
1467.20 1482.65 1498.09 1513.54 1528.98
1468.75 1484.19 1499.64 1515.08 1530.53
1470.29 1485.74 1501.18 1516.63 1532.07
1471.84 1487.28 1502.73 1518.17 1533.61
1473.38 1488.83 1504.27 1519.71 1535.16
1474.93 1490.37 1505.81 1521.26 1536.70
1476.47 1491.92 1507.36 1522.80 1538.25
1478.02 1493.46 1508.90 1524.35 1539.79
1479.56 1495.00 1510.45 1525.89 1541.34
1481.10 1496.55 1511.99 1527.44 1542.88
100
1544.43
–
–
–
–
–
–
Dimensions and Properties Handbook
–
–
–
Notes:
Dimensions and Properties Handbook
113
Notes:
114
Dimensions and Properties Handbook
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S&T047
JAN 2013
DIMENSIONS & PROPERTIES HANDBOOK
HANDBOOK
DIMENSIONS & PROPERTIES
STEEL
D&P
Introduction Steel & Tube takes great pleasure in providing this Dimensions & properties Handbook for your use. We endeavour to carry all popular products and sizes ex-stock, on a continuous basis. This latest edition of the Steel & Tube Dimensions and Properties Handbook generally lists those sizes which we carry ex-stock. However, there are some sizes that we offer on an indent basis only. There are also many products that we carry, which do not feature in this particular publication. Please your local Steel & Tube branch for further information on our comprehensive range of steel products, or visit our web site www.steelandtube.co.nz, which features extensive product information. Please note: This document is in the process of being updated. Indent Service: Steel & Tube's indent service can offer considerable savings when ordering product to certain quantity or lead-time requirements. For specialist, non-standard products, talk to us about bout global sourcing network 0800 478 335.
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Dimensions and Properties Handbook
i
D&P
Contents Profiles....................................................................................................................................1 Equal Angles.............................................................................................................................1 Unequal Angles..........................................................................................................................7 Parallel Flange Channels............................................................................................................ 11 Taper Flange Channels.............................................................................................................. 13 DuraGal Profiles ....................................................................................................................14 DuraGal Equal Angles ............................................................................................................... 14 DuraGal Unequal Angles ........................................................................................................... 23 DuraGal Channels .................................................................................................................... 28 DuraGal Flats........................................................................................................................... 31 Plate.....................................................................................................................................32 Coil .....................................................................................................................................34 Wire and Sheet Metal Gauges..................................................................................................... 38 Reinforcing............................................................................................................................39 Rectangular Hollow Sections....................................................................................................40 DuraGal Rectangular Hollow Sections.......................................................................................... 44 Galtube Plus Rectangular Hollow Sections.................................................................................... 48 Square Hollow Sections...........................................................................................................49 DuraGal Square Hollow Sections.................................................................................................. 53 Galtube Plus Square Hollow Sections........................................................................................... 55 Joists – Taper Flange Beams....................................................................................................56 Universal Beams.....................................................................................................................57 Universal Columns..................................................................................................................61 Tube and Pipe........................................................................................................................63 Standards for this Section......................................................................................................... 63 ERW Welded Tube..................................................................................................................... 64 Hollow Bar.............................................................................................................................. 65 Identification of Tube Wall Thicknesses........................................................................................ 66 Maximum Safe Working Pressures . ............................................................................................. 68 Tube and Pipe Quick Reference Tables......................................................................................... 70 Circular Hollow Sections . .......................................................................................................89 Galtube Plus Circular Hollow Sections.......................................................................................... 90 UltraPipe Circular Hollow Sections ..........................................................................................91 UltraPipe Pressure Ratings......................................................................................................... 93 Conversion and Comparison Information...................................................................................96 Useful Equivalents.................................................................................................................... 96 Imperial to Metric Conversion Factors......................................................................................... 97 Metric to Imperial Conversion Factors......................................................................................... 99 Comparison Grades – International Table................................................................................... 101 Hardness Testing.................................................................................................................... 102 Tensile Testing....................................................................................................................... 108 Tensile Strength – conversion.................................................................................................. 110 Pressure, mechanical stress ‑ conversion.................................................................................... 111
ii
Dimensions and Properties Handbook
mm
11.2 5.28 14.8 8.61 5.22 28.1 5.62 26.1 0.147 29.0 16.7 10.6 53.0 0.563 55.1 19.9
672
15.3
5.0
8.0
4.6
5.27
5 EA
23.8 14.7 11.0 6.44 29.0 7.15 26.2 0.187 28.9 21.6 13.6 53.0 0.722 54.5
20.5
867
11.5
5.0
8.0
6.0
6.81
6 EA
41.9 14.6 14.0 7.87 30.1 8.99 26.4 0.237 28.7 27.5 17.2 53.0 0.913 53.7
21.3
1110
8.62
5.0
8.0
7.8
8.73
8 EA
13.4 14.5 16.8 9.09 31.1 10.6 26.6 0.282 28.4 32.8 20.4 53.0 1.08
53.0
22.0
1340
6.89
5.0
8.0
9.5
10.5
10 EA
28.6 17.8 16.1 9.62 34.3 10.5 31.5 0.330 35.0 31.6 20.1 63.6 1.28
65.7
24.3
1050
14.0
5.0
8.0
6.0
8.22
6 EA
50.5 17.6 20.5 11.8 35.4 13.2 31.7 0.419 34.8 40.4 25.6 63.6
1.63
65.0
25.0
1350
10.5
5.0
8.0
7.8
10.6
8 EA
14.8 17.6 24.6 13.8 36.4 15.7 31.9 0.500 34.5 48.3 30.4 63.6
1.93
64.3
25.7
1620
8.47
5.0
8.0
9.5
12.7
19.8 20.0 12.1 37.9 13.1 35.0 0.458 39.1 39.3 25.2 70.7
1.78
73.2
10 EA
31.7 19.7 25.6 14.9 38.9 16.5 35.2 0.582 38.8 50.3 32.0
70.7
2.27
72.5
26.8
1170
15.7
5.0
8.0
6.0
9.16
6 EA
27.5
1500
11.8
5.0
8.0
7.8
11.8
8 EA
110 56.2 19.6 30.7 17.4 39.9 19.6 35.4 0.695 38.6 60.4
38.2
70.7
2.70
71.8
28.2
1810
9.53
5.0
8.0
9.5
14.2
19.5 37.9 20.8 41.3 23.9 35.8 38.2 74.5
46.6
70.7
Dimensions and Properties Handbook
75 x 75 x
90 x 90 x
10 EA
40.6 24.8 40.8 24.5 47.7 26.5 44.2 1.17 0.857
48.9 80.2
51.5
88.4
3.29
70.8
29.2
2260
7.33
5.0
8.0
17.7
4.55
91.3
33.7
1900
15.0
5.0
10.0
7.8
12.0
14.9
8 EA
100 x 100 x 12 EA
141 71.9 24.7 49.0 28.8 48.7 31.5 44.4 1.40 48.7
96.5
61.6
88.4
5.44
90.6
34.4
2300
12.2
5.0
10.0
9.5
18.0
24.5 60.8 34.5 50.1 38.6 44.7 1.73 48.3
120
10 EA
313 24.4 77.8 42.3 52.1 48.5 45.4 2.20
47.7
153
75.7
88.4
6.69
89.6
35.4
2870
9.42
5.0
10.0
12.0
22.5
12 EA
95.4
88.4
8.43
88.2
36.8
3710
6.91
5.0
10.0
15.8
29.1
125 x 125 x 16 EA
174 88.9 29.8 72.0 43.3 57.3 46.4 53.4
2.48
58.7
141
90.6
106
9.61
109
40.5
2790
14.8
5.0
13.0
9.5
21.9
10 EA
386 29.6 89.3 52.1 58.7 56.9 53.7
3.06
58.4
175
112
106
11.9
108
41.5
3480
11.5
5.0
13.0
12.0
27.3
12 EA
657 29.4 115 64.2 60.8 71.9
54.3
3.91
57.8
225
142
106
15.1
107
43.0
4520
8.49
5.0
13.0
15.8
35.4
16 EA
304 29.3 135 73.5 62.6 83.8
54.9
4.60
57.2
265
166
106
17.6
106
44.2
5360
6.89
5.0
13.0
19.0
42.1
150 x 150 x 19 EA
554 39.8 176 105 76.6
112
71.9
8.08
78.3
344
221
141
31.2
146
54.2
5090
14.4
5.0
18.0
13.0
40.0
13 EA
778 39.6 212 124
78.4
135
72.3
9.72
77.9
417
266
141
37.6
145
55.4
6200
11.5
5.0
18.0
16.0
48.7
16 EA
1060 39.4 236
5.0
18.0
18.0
54.4
18 EA
136
79.5
149
72.6
10.8
77.6
464
295
141
41.7
144
56.2
6930
10.1
5.0
18.0
20.0
60.1
20 EA
2250
323
141
45.7
143
57.0
7660
9.00
5.0
18.0
26.0
76.8
200 x 200 x 26 EA
39.3
J
39.0
402
141
56.8
141
59.3
9780
6.69
mm
mm
mm
kg/m
260 147
80.6
162
72.9
11.8
ry
Torsion Constant
329
178
83.8
202
73.9
14.9
Zy5 Sy 103mm3 103mm3
77.2
x5
76.2
x3
y
511
rx
5
3 4 x3
About y-axis
x
4
x α = 45˚ y
643
Zx4 Sx 103mm3 103mm3
x
1
y
103mm4
mm
106mm4
mm
Zx1=
y
5
1 2
mm
y4
y1=
lx
nR= pT
About x-axis
b1
nR
b 1-t
y
mm
nL= pB
B
p
n r 2 pB
R
pT
x
Zy3 103mm3
r2
Toe
Coordinate of Centroid
Gross Area of Cross(b1-t) Section t Ag mm2
nL
r1
b 1-t
mm
r1
Root
Radii
L
t
p
ly 106mm4
t
Actual Thickness
x
n
T
mm
Mass per Nominal metre Thickness
b1
y
mm
mm mm
b1 x b1
Leg-size
Designation
x- and y-axes Dimensions and Properties
Equal Angles
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
25 x 25 x
30 x 30 x
40 x 40 x
45 x 45 x
50 x 50 x
55 x 55 x
46.0 46.0
0.471 0.371
46.7 47.3
18.3 17.7
748 581
9.83 13.1
3.0 3.0
31.8 31.8 28.3 28.3 28.3 21.2 21.2 21.2 17.7 17.7 17.7
0.117
32.3 33.0 0.0790 28.0 0.0997 28.5 0.0801 29.2 0.0545 20.5 0.0387 21.0 0.0316 21.7 0.0218 16.7 0.0210 17.3 0.0173 17.9 0.0121
12.7 12.0 12.0 11.5 10.8 9.53 8.99 8.30 8.28 7.75 7.07
394 263 446 348 233 326 256 173 266 210 143
8.78 14.0 5.67 7.70 12.3 4.00 5.52 9.00 3.17 4.43 7.33
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.0
6.0
4.6
3.0
6.0
4.6
3.0
6.0
4.6
3.0
3.50
2.73
1.83
2.56
2.01
1.35
2.08
1.65
1.12
6 EA
5 EA
3 EA
6 EA
5 EA
3 EA
6 EA
5 EA
3 EA
0.685
0.980
1.19
1.03
1.49
1.83
1.93
2.83
3.53
2.48
3.66
1.13
1.65
2.03
1.67
2.45
3.06
3.06
4.55
5.75
3.92
5.84
0.0107
0.0142
0.0209
0.0265
0.0206
0.0303
10.7
13.9
14.0
14.3
15.7
15.8
9.22 0.00319 8.56
9.07 0.00469 8.73
8.89 0.00600 8.97
11.2 0.00573 10.3
11.1 0.00839 10.5
10.9
15.3
15.2
15.0
17.3
17.2
0.373
0.537
0.669
0.554
0.799
0.993
1.02
1.49
1.86
1.31
1.91
9.99
11.0
11.7
11.7
12.7
13.5
15.3
16.2
17.0
17.0
18.0
1.26
1.59
1.58
2.33
2.95
2.02
2.99
1.07 0.319 0.583
0.428 0.849
0.513
0.488 0.862
0.660
0.790
0.930
1.29
1.55
1.21
1.68
4.73
4.72
4.75
5.76
5.72
5.72
7.82
7.75
7.71
8.85
8.76
0.515
1.66
3.44
0.605
1.98
4.16
0.785
2.63
5.60
0.875
2.96
6.32
4.6
8.71
2.06
3.79
3.10
2.04
3 EA
18.8
5 EA
2.39
1.01 16.0
31.8
0.146
31.7
13.3
506
6.50
3.0
5.0
6.0
3.97
6 EA
0.0383
3.38 9.90 2.53 1.55 18.7 1.65 17.6 0.0289 19.3 4.90
3.11
35.4
0.110
36.8
13.2
295
15.7
3.0
6.0
3.0
2.31
3 EA
17.0
7.21 9.78 3.75 2.15 19.7 2.40 17.6 0.0424 19.2
7.32
4.61
35.4
0.163
36.1
13.9
443
9.87
3.0
6.0
4.6
3.48
5 EA
7.41
15.2 9.71 4.76 2.61 20.5 3.01 17.8 0.0536 19.0
9.30
5.79
35.4
0.205
35.5
14.5
568
7.33
3.0
6.0
6.0
4.46
6 EA
4.59
3.71 9.66 6.00 3.14 21.5 3.73 18.1 0.0675
18.7
11.7
7.16
35.4
0.253
34.8
15.2
723
5.41
3.0
6.0
7.8
5.68
8 EA
7.93 10.8
4.57
2.66
21.5
2.94
19.4
10.7
0.0571
5.82
4.36 3.24
21.2
22.3
8.93
3.69
5.66
19.6
38.9
0.0723
0.220
21.0
39.8
11.4
15.2
7.14
489
38.9
11.0
0.278
3.0
39.2
6.0
15.8
9.37 12.9 6.46 3.83 25.0 4.18 23.0
0.0959
25.3
12.7
8.08
20.0 12.8 8.25 4.71 25.8 5.26
23.1
0.122
25.1
16.2
12.7
10.2
35.1 12.6 10.5 5.73 26.8 6.56
23.4
0.154
24.8
12.5 6.60 27.7 7.71
23.7
0.183
24.5
20.5
J 103mm4
ry
Torsion Constant
mm
24.3
Zy5 Sy 103mm3 103mm3 mm
Zy3 103mm3
x5
y
4.6
3.0
3 4 x3
3.84
6.0
5
x
mm
x3
x
4
α = 45˚ y
About y-axis
5
1
y
ly 106mm4
rx
y
x
1 2
mm
b1
n r 2 pB
R
b 1-t
y
5 EA
6.0
p
nR
r1
pT
x
4.93
6.0
4.6
4.56
5 EA
nL
B
b 1-t
6 EA
6.0
6.0
5.87 628
12.8
46.0
0.589
46.0
19.0
957
8.17
15.0
46.0
0.691
45.4
19.6
1150
6 EA
L
t
p
Sx 103mm3 103mm3
Zx4
Zx1=
7.33
3.0
6.0
7.8
7.51
8 EA
y4
5.84
3.0
6.0
9.5
9.02
10 EA
65 x 65 x
y1=
lx mm
nR= pT 106mm4
nL= pB
x
n
T
About x-axis
mm
Coordinate of Centroid
mm
mm
r2
mm
r1
Toe
Gross Area of Cross(b1-t) Section t Ag mm2
Radii
Root
mm
t
Actual Thickness
kg/m
mm
Mass per Nominal metre Thickness
mm mm
b1 x b1
Leg-size
b1
y
EQUAL ANGLES
Designation
x- and y-axes Dimensions and Properties
Equal Angles - continued
Profiles
Dimensions and Properties Handbook
300 300 320 320
300 320 320 320
320 320 320
320 320 320 320
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
280 300 300 320
150 x 150 x 19 EA 16 EA 12 EA 10 EA
MPa
1.00 1.00 1.00 0.927
1.00 1.00 1.00
1.00 1.00 1.00 0.906
1.00 1.00 1.00 0.943
1.00 1.00 1.00 0.958
1.00 1.00 1.00 1.00 1.00
kf
fy
280 280 280 300 300
mm
Form Factor
Yield Stress
200 x 200 x 26 EA 20 EA 18 EA 16 EA 13 EA
mm mm
Designation
x- and y-axes Properties for Assessing Section Capacity
Equal Angles
30.5 25.4 18.7 13.2
45.0 36.0 25.9
69.9 55.1 43.7 30.9
143 110 83.2 64.3
13.6 11.6 8.85 6.47
20.4 16.7 12.4
31.1 25.2 20.4 14.8
63.4 50.3 38.9 30.7
110 95.7 72.3 54.5
267 218 196 172 136
300PLUS* 602 479 427 369 285 248 212 155 114
103mm3
103mm3
13.6 11.8 9.66 7.82
20.6 17.8 14.4
31.1 26.1 22.4 18.1
63.4 51.7 43.1 36.8
110 96.3 78.1 64.9
267 220 204 186 158
103mm3
Load D Zey
About y-axis Load B Zey
Load A or C Zex
About x-axis
Lo
ad
ad
Lo
D
A
ad
Lo
Shear Centre
360 360 360 360
360 360 360
340 360 360 360
340 340 360 360
340 340 340 360
340 340 340 340 340
MPa
fy
B
C
ad
Lo
Yield Stress
x
y
y
kf
Form Factor
1.00 1.00 1.00 0.876
1.00 1.00 0.954
1.00 1.00 1.00 0.856
1.00 1.00 1.00 0.892
1.00 1.00 1.00 0.906
1.00 1.00 1.00 1.00 0.956
x
30.5 25.1 18.4 12.8
44.5 35.4 25.3
69.9 54.4 42.9 30.0
143 109 81.6 62.7
248 209 152 111
602 469 417 362 278
103mm3
Load A or C Zex
About x-axis
About y-axis
13.6 11.5 8.70 6.30
20.1 16.4 12.1
31.1 24.8 20.0 14.4
63.4 49.6 38.1 29.9
13.6 11.8 9.66 7.82
20.6 17.8 14.4
31.1 26.1 22.4 18.1
63.4 51.7 43.1 36.8
110 96.3 78.1 64.9
267 220 204 186 158 110 94.5 70.9 53.1
103mm3
103mm3
Load D Zey
AS/NZS 3679.1-350 267 214 192 169 132
Load B Zey
Profiles EQUAL ANGLES
8 EA 6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
6 EA 5 EA 3 EA
50 x 50 x
45 x 45 x
40 x 40 x
Dimensions and Properties Handbook
30 x 30 x
25 x 25 x
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 1.00 1.00
1.00 1.00 1.00 0.907
1.00 1.00
1.00 1.00 1.00 1.00
1.78 1.47 1.03
2.74 2.23 1.50
5.29 4.25 2.59
6.88 5.39 3.19
10.7 8.69 6.60 3.82
0.769 0.642 0.479
1.19 0.990 0.714
2.33 1.93 1.25
3.06 2.47 1.55
4.71 3.92 3.08 1.90
4.84 3.70
9.90 8.59 6.76 5.05
10.7 7.88
103mm3
103mm3
300PLUS* 22.5 19.2 14.7 10.6
0.769 0.642 0.479
1.19 0.990 0.732
2.33 1.93 1.40
3.06 2.52 1.81
4.71 3.92 3.22 2.32
4.86 3.98
9.90 8.59 7.07 5.75
103mm3
Load D Zey
About y-axis Load B Zey
Load A or C Zex
About x-axis
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
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 1.00
1.00 1.00 0.954
1.00 1.00 1.00 0.858
1.00 1.00
1.00 1.00 1.00 1.00
kf
ad
Lo
Form Factor
x
ad
Lo
D
A
C
B
1.78 1.47 1.03
2.74 2.23 1.48
5.29 4.22 2.54
6.88 5.32 3.12
10.7 8.69 6.50 3.71
10.5 7.75
22.5 19.2 14.5 10.4
103mm3
Load A or C Zex 103mm3
0.769 0.642 0.479
1.19 0.990 0.705
2.33 1.92 1.23
3.06 2.44 1.52
4.71 3.92 3.03 1.85
4.78 3.64
9.90 8.59 6.66 4.94
0.769 0.642 0.479
1.19 0.990 0.732
2.33 1.93 1.40
3.06 2.52 1.81
4.71 3.92 3.22 2.32
4.86 3.98
9.90 8.59 7.07 5.75
103mm3
Load D Zey
About y-axis Load B Zey
AS/NZS 3679.1-350
y
About x-axis
ad
Lo
Shear Centre
ad
Lo
x
1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Notes:
EQUAL ANGLES
320 320 320
320 320 320
320 320 320 320
320 320
6 EA 5 EA
55 x 55 x
MPa
kf
fy
320 320 320 320
mm
Form Factor
Yield Stress
65 x 65 x 10 EA 8 EA 6 EA 5 EA
mm mm
Designation
x- and y-axes Properties for Assessing Section Capacity
Equal Angles - continued
y
Profiles
L
-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
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
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
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
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
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
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
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
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
103mm3
255
mm
141 143
103mm3
605 505 467
mm
59.3 57.0 56.2 55.4
106mm4
35.8
28.8
26.3
23.7
19.7
mm mm mm
20 EA
18 EA
16 EA
13 EA
150 x 150 x 19 EA
ZnT=ZpR
200 x 200 x 26 EA
nR=pT
About n-axis and p-axis nL=pB
ln=lp
Designation
-20.9
n
61.3
nR
pB
363
p
R
201
nL
B
pT
mm
Sn=Sp
n
60.5
b1-t
460
b1
r2
103mm3
r1
T p
Product of 2nd Moment of Area lnp 106mm4
ZnB=ZpL
b1
t
rn=rp
n- and p-axes Dimensions and Properties
Equal Angles
b1-t
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
-0.254 -0.218 -0.175 -0.138
19.7 19.9 20.1
14.6 11.5 8.97
8.07 6.34 4.94
46.7 47.3
-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
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
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
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
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
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
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
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
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
-0.103 -0.0814
16.8
6.34
3.48
39.8
9.12
15.2
0.139
16.7
5 EA
8.11
0.175
55 x 55 x 6 EA
4.46
13.2
17.7
0.234
5 EA 39.2
16.2
18.3
0.296
6 EA 11.1
46.0
19.6
19.0
0.371
15.8
9.62
8 EA
103mm3
mm
45.4
22.3
Sn=Sp
103mm3
About n-axis and p-axis
mm
n
19.5
nR
pB
17.4
p
R
103mm3
nL
B
pT
mm
65 x 65 x 10 EA
L
19.6
0.437
mm mm mm
n
Product of 2nd Moment of Area lnp 106mm4
ZnT=ZpR
b1-t
rn=rp
b1
r2
nR=pT
nL=pB
r1
T p
ZnB=ZpL
ln=lp 106mm4
b1
t
EQUAL ANGLES
Designation
n- and p-axes Dimensions and Properties
Equal Angles - continued
b1-t
Profiles
Dimensions and Properties Handbook
kg/m
mm
mm
mm
mm
r1
mm
r2
Root Toe
Radii
t
t
pB mm
mm2 mm
nL
Coordinate of Centroid
Ag
Gross Area of Cross (b1-t) (b2-t) Section
Ix 106mm4
Zx1
y4
Zx4
y5
n
L r1
Zx5
p b2
nL B y
t
b2-t
Sx
n
rx
r2 PB
x
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm
y1
About X-axis
x
b1
y
p
Zy2
y5 5
1 2
y
y4
x3
Zy3
About y-axis
x5
x3
4
3
y1
x5
α
x
Zy5
Sy
ry
J
Torsion Tan Con- Alpha stant
Dimensions and Properties Handbook
9.5 8.0 5.0 12.2 6.89 1810 42.3 17.5 3.20 83.8 38.2 59.3 53.9 33.9 94.4 65.8 42.0 0.476 19.2 24.9 41.6 11.4 30.7 15.5 24.1 16.2 56.2 0.360
7.8 8.0 5.0 15.0 8.62 1500 41.5 16.8 2.68 84.2 31.8 58.9 45.5 33.3 80.4 54.6 42.2 0.399 18.6 21.5 41.8 9.55 29.9 13.3 20.1 16.3 31.7 0.363
6.0 8.0 5.0 19.8 11.5 1170 40.7 16.0 2.10 84.7 24.8 58.5 36.0 32.8 64.1 42.4 42.5 0.315 18.0 17.5 42.1 7.47 29.0 10.8 15.7 16.4 14.8 0.364
10 UA 14.2
8 UA 11.8
6 UA 9.16
125 x 75 x 12 UA 17.7 12.0 8.0 5.0 9.42 5.25 2260 43.3 18.4 3.91 83.2 47.0 59.7 65.5 34.6 113 81.4 41.6 0.585 19.9 29.3 41.4 14.1 31.9 18.4 29.7 16.1 110 0.356
7.8 10.0 5.0 18.2 10.5 1820 49.2 19.6 4.73 101 46.7 70.3 67.3 39.5 120 80.1 51.0 0.710 22.1 32.2 50.6 14.0 35.2 20.2 29.5 19.7 39.0 0.364
8UA 14.3
1.04 23.4 44.5 50.1 20.8 37.2 28.0 43.8 19.5 136 0.360
12 UA 21.6 12.0 10.0 5.0 11.5 6.50 2750 51.0 21.2 6.97 100 69.4 71.3 97.8 40.8 171 120 50.4
9.5 10.0 5.0 14.8 8.47 2200 50.0 20.2 5.66 101 56.1 70.7 80.1 40.1 141 96.6 50.7 0.847 22.6 37.4 50.4 16.8 36.1 23.5 35.4 19.6 69.0 0.363
1.32 24.6 53.8 49.9 26.5 38.9 34.0 55.9 19.3 300 0.353
150 x 90 x 16 UA 27.9 15.8 10.0 5.0 8.49 4.70 3550 52.5 22.7 8.80 99.5 88.4 71.9 122 41.9 210 154 49.8
10 UA 17.3
1.09 26.9 40.7 53.0 20.6 40.7 26.9 41.8 21.8 71.9 0.441
1.35 27.6 48.8 52.9 25.5 42.0 32.1 51.7 21.7 141 0.438
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm 103mm4
x2
x
y x2
9.5 10.0 5.0 14.8 9.53 2300 48.1 23.3 6.11 103 59.5 74.9 81.5 34.6 177 102 51.6
10 UA 18.0
Iy 106mm4
b1-t
150 x 100 x 12 UA 22.5 12.0 10.0 5.0 11.5 7.33 2870 49.1 24.3 7.51 102 73.5 75.3 99.7 35.2 213 127 51.2
mm
t
Normal Mass Actual Thickness per Thickmetre ness
b1 x b2
Leg-size
Designation
x- and y-axes Dimensions and Properties
Unequal Angles
Profiles UNEQUAL ANGLES
mm
t
pB mm
Ag mm2 mm
nL
Ix 106mm4
Zx1
y4
Zx4
y5
Zx5
Sx
rx
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm
y1
About X-axis
b2
Iy 106mm4
Zy2
y5 5
y
y4
x3
Zy3
About y-axis
x5
x3
4
3
y1
x5
α
x
Zy5
Sy
ry
J
Torsion Tan Con- Alpha stant
mm 103mm3 mm 103mm3 mm 103mm3103mm3 mm 103mm4
x2
x
1 2
4.6 7.0 3.0 15.3 9.87 560 23.8 11.5 0.370 51.5 7.17 37.2 9.93 17.2 21.5 12.3 25.7 0.0666 13.2 5.03 26.6 2.50 20.1 3.32 5.09 10.9 4.32 0.437
7.8 6.0 3.0 7.33 5.41 840 21.1 13.6 0.421 44.9 9.37 36.3 11.6 11.6 36.4 16.1 22.4 0.0936 15.6 6.00 23.9 3.91 22.3 4.20 7.49 10.6 17.6 0.570
6.0 6.0 3.0 9.83 7.33 658 20.4 12.9 0.338 45.2 7.48 36.1 9.35 11.2 30.2 12.7 22.7 0.0743 15.1 4.91 23.9 3.11 21.4 3.48 5.93 10.6 8.29 0.575
4.6 6.0 3.0 13.1 9.87 512 19.8 12.4 0.267 45.4 5.89 35.9 7.43 10.9 24.5 9.92 22.8 0.0587 14.8 3.97 23.9 2.46 20.6 2.85 4.66 10.7 3.87 0.577
5 UA 4.40
6 UA 5.16
5 UA 4.02
6.0 7.0 3.0 11.5 7.33 721 24.4 12.1 0.468 51.2 9.15 37.5 12.5 17.6 26.7 15.8 25.5 0.0842 13.6 6.17 26.5 3.18 20.8 4.04 6.48 10.8 9.21 0.435
6 UA 5.66
65 x 50 x 8 UA 6.59
6.0 8.0 5.0 15.7 11.5 1020 30.3 17.9 1.25 69.7 17.9 54.0 23.1 17.9 70.0 30.1 35.1 0.265 21.4 12.4 36.5 7.27 30.3 8.75 13.9 16.2 13.0 0.551
7.8 7.0 3.0 8.62 5.41 921 25.2 12.8 0.586 50.8 11.5 37.8 15.5 18.0 32.5 20.0 25.2 0.106 14.2 7.46 26.4 4.01 21.7 4.88 8.19 10.7 19.5 0.430
6 UA 7.98
75 x 50 x 8 UA 7.23
7.8 8.0 5.0 11.8 8.62 1310 31.1 18.7 1.59 69.4 22.9 54.3 29.2 18.2 87.0 38.7 34.8 0.337 21.8 15.4 36.4 9.26 31.3 10.7 17.8 16.0 27.8 0.549
mm
t
Coordinate of Centroid
p
r2 PB
n
b1-t
y x2
8 UA 10.3
mm
r2
Gross Area of Cross (b1-t) (b2-t) Section
r1 nL B y
x
9.5 8.0 5.0 9.53 6.89 1580 31.8 19.4 1.89 62.9 27.3 54.5 34.6 18.6 101 46.5 34.6 0.401 22.3 18.0 36.4 11.0 32.2 12.5 21.0 16.0 49.1 0.546
kg/m
r1
Root Toe
Radii
n
L
t
b2-t
100 x 75 x 10 UA 12.4
mm
mm
mm
t
Normal Mass Actual Thickness per Thickmetre ness
b1 x b2
Leg-size
x
b1
y
p
UNEQUAL ANGLES
Designation
x- and y-axes Dimensions and Properties
Unequal Angles - continued
Profiles
Dimensions and Properties Handbook
39.8 31.1 25.2 21.0 21.2 17.2 14.3 11.2 16.6 13.9 10.9 6.02 4.77 3.75 5.86 4.67 3.68
28.3 20.6 15.4 20.3 15.2 11.6 7.75 15.7 12.4 8.68 5.85 4.30 3.02 5.86 4.40 3.17
104 79.5 57.9 70.5 57.2 44.7 28.7 40.9 32.1 20.7 17.3 13.7 9.30 14.1 11.2 7.64
94.6 68.8 51.2 67.6 50.6 38.8 25.8 38.8 30.6 21.4 16.8 12.4 8.66 14.1 10.6 7.59
1.00 0.940 0.836 1.00 1.00 0.931 0.799 1.00 1.00 0.917 1.00 1.00 0.926 1.00 1.00 1.00
340 360 360 340 360 360 360 360 360 360 360 360 360 360 360 360
31.1 25.2 21.0 21.2 17.2 14.3 11.2 16.6 13.9 10.9 6.02 4.77 3.75 5.86 4.67 3.68
28.8 21.2 15.9 20.6 15.5 11.9 8.07 15.9 12.6 8.93 5.93 4.37 3.10 5.86 4.46 3.23
104 81.8 60.3 70.5 57.2 46.0 30.1 40.9 33.1 21.8 17.3 13.7 9.65 14.1 11.2 7.92
96.3 70.6 53.1 68.6 51.6 39.8 26.8 39.4 31.2 22.0 17.0 12.6 8.89 14.1 10.7 7.76
1.00
0.973
0.863
1.00
1.00
0.964
0.824
1.00
1.00
0.946
1.00
1.00
0.956
1.00
1.00
1.00
300
320
320
300
320
320
320
320
320
320
320
320
320
320
320
320
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
12 UA
30.9 39.0
133
130
1.00
340
39.8
39.5
133
300
150 x 90 x 16 UA
132
38.2
1.00
34.7
Zey 103mm3
25.3
320
10 UA
102
110
103mm3
78.9
0.975
300
150 x 100 x 12 UA
100
AS/NZS 3679.1-350
103mm3
Load D
73.0
1.00
103mm3
Zey
0.943
340
MPa
Zex
360
38.2
103mm3
Zex
30.9
300PLUS*
103mm3
kf
About y-axis Load B
26.0
1.00
103mm3
103mm3
fy
Load C
About x-axis Load A
81.7
MPa
Zey
Form Factor
74.8
mm
Zey
Yield Stress
35.3
mm
Zex
Zex
Load D
About y-axis Load B
B
110
mm
kf
fy
Load C
About x-axis
ad Lo
C
Load A
Shear Centre
D
A
Form Factor
ad ad
Yield Stress
Lo ad Lo Lo
Designation
Properties for Assessing Section Capacity
Unequal Angles
Dimensions and Properties Handbook
Notes: 1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Profiles EQUAL ANGLES
10 -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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
-2.27 28.8
106mm4
44.7
mm
28.6 24.9
56.0
103mm3
Product of 2nd Moment of Area lnp
76.7
30.9
103mm3
rp
81.9
mm
75.7
Sp
23.3
96.2
103mm3
ZpR
1.91
mm
24.3
nR
About p-axis
48.0
2.34
106mm4
ZpL
94.0
mm
47.7
nL
51.9
117
103mm3
lp
102
64.6
103mm3
rn
110
mm
101
Sn
p
B nR
n pB
48.1
133
103mm3
ZnT
nL
R
5.29
mm
49.1
pT
About n-axis
n
pT
10 UA
106mm4
ZnB
r2
L
p
6.52
mm mm
pB
b2
r1
b1-t
T
150 x 100 x 12 UA
mm
ln
b1
t
b2-t
UNEQUAL ANGLES
Designation
n- and p-axes Dimensions and Properties
Unequal Angles
Profiles
Dimensions and Properties Handbook
Dimensions and Properties Handbook
35.90 15.00 10.60 7.82 4.59 1.64 0.424 0.106
238.0 108.0 101.0 81.4 54.9 23.1 13.2 8.13
28.4 23.5 23.8 23.8 23.9 20.8 15.9 12.6
107.0 61.0 58.9 53.8 46.0 27.2 14.4 8.2
127.0 77.8 67.8 61.5 51.6 30.2
1.76 33.6 1.65 32.7 1.51 29.9 1.29 25.7
80.9 72.9 60.8
40.4 0.267 0.12
91.4
51.1 0.658 15.2
8.01 16.0 8.71
3.64 59.3
99.9
421 271 221 182 129 73 40.3 21.4
361 233 191 157 111 63.5 34.7 18.2
45.1 26.8 19.1 14.1 8.34 3.97 1.74 0.683
58.5 46.7 50.5 50.3 51.0 45.0 33.9 27.2
28.6 22.6 24.4 24.5 24.9 21.8 16.7 13.7
4520 3200 2920 2660 2250 1520 1060 754
5.47 5.71 5.75 6.27 7.26 8.04 6.84 5.94
27.5 31.7 29.3 26.3 21.8 23.4 20.6 16.5
220 206 176 158 131 110 86.6 62.8
12 12 12 12 10 8 8 8
8.0 6.5 6.0 6.0 6.0 4.7 4.2 3.8
15.0
12.0
12.0
11.0
9.5
7.5
6.7
6.1
90
75
75
75
75
65
50
40
250
230
200
180
150
125
100
75
250 x 90 PFC 35.5
230 x 75 PFC 25.1
200 x 75 PFC 22.9
180 x 75 PFC 20.9
150 x 75 PFC 17.7
125 x 65 PFC 11.9
8.31
5.92
100 x 50 PFC
75 x 40 PFC
4.56
58.20 290.0 28.1 117.0 148.0 4.04 64.4
119.0
564
483
72.4
56.1
27.2
5110
5.13
33.5
268
14
8.0
16.0
90
300
300 x 90 PFC 40.1
30.1
472.0 151.00
mm
30.4 161.0 236.0
6.48 89.4
mm
147.0
946
798
152
mm
56.7
mm
27.5
7030
Iw 109mm6
5.14
J 103mm4
34.5
ry
mm
Sy
345
ZyL
mm
ZyR
103mm3
ly 106mm4 103mm3
rx
14
Sx
mm
Zx 103mm3 103mm3
Warping Constant
10.0
Ix 106mm4
Torsion Constant
mm
X0
R
17.5
XL
Ag
y
x
mm
2tf
xL
Load B
About y-axis
L
100
tw
About x-axis
Shear Centre
Load A
mm
d1
r1
d1
CoordiGross Area of Coordi- nate of Cross nate of Shear (bf-tw) Section Centroid Centre
x
y
380
tw
Depth Root Between Radii Flanges
tf
d1
xo
380 x 100 PFC 55.2
tf
bf
Web Thickness
bf
r1
tw
tf
103mm3
d
Flange Thickness
Flange Width
d
bf - t w
mm2
Designation
Mass per Depth of metre Section kg/m
OneSteel-300PLUS
Dimensions and Properties
Parallel Flange Channels
Profiles
PARALLEL FLANGE CHANNELS
11
12 L
xL
12.0 6.84 6.84 21.4 1 360 360
75PFC
6.84
6.84
21.4
1
320
320
75 x 40 PFC
22.8 12.0 40.3 1 360
360
100PFC
12.0
12.0
40.3
1
320
320
100 x 50 PFC
38.5 22.5 72 1 360
360
125PFC
22.8
22.8
72.8
1
320
320
125 x 65 PFC
44.8 38.5 129 1 360
360
150PFC
38.5
38.5
129
1
320
320
150 x 75 PFC
49.1 44.1 182 1
360
340
180PFC
44.8
44.8
182
1
320
300
180 x 75 PFC
50.4 44.5 221 1
360
340
200PFC
49.1
46.7
221
1
320
300
42.6 271
200 x 75 PFC
89.0 84.9 421
1
360
340
230PFC
50.4
1
360
340
250PFC
89.0
45.1
271
1
320
88.7
421
1
320
300
230 x 75 PFC
96.6 77.2
300
250 x 90 PFC
134 104 564
1
360
340
300PFC
946
1
360
340
380PFC
96.6
82.3
564
1
134
115
946
1
320
300
300 x 90 PFC
320
280
380 x 100 PFC
Load B Zey 103mm3
Zex 103mm3
Designation
x
About y-axis
R
Load B
Load A Zey 103mm3
Load B Zey 103mm3
Load A Zey 103mm3
Form Factor kf
Web fy MPa
Flange fy MPa
y
y
About x-axis
Shear Centre
Load A
Zex 103mm3
x
Designation
AS 3679.1-350
tf
d1
xo
Form Factor kf
About y-axis
bf
r1
tw
tf
Web fy MPa
About x-axis
d
bf - t w
Flange fy MPa
OneSteel-300PLUS
Properties for Assessing Section Capacity
Parallel Flange Channels - continued
PARALLEL FLANGE CHANNELS 1. For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. 2. For Grade 350 sections the tensile strength (fu) is 480 MPa. 3. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 4. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Notes:
Profiles
Dimensions and Properties Handbook
Mass per metre
kg/m
9.36
6.92
Designation A B
mm mm
100 x 50 TFC
70 X 40 TFC
5
5
mm
t1
Thickness
7
7.5
mm
t2
Properties for Assessing Section Capacity
Taper Flange Channels
8
8
mm
r1
Corner Radius
4
4
mm
r2
882
12.7
15.5
mm
mm2
1192
Centre of Gravity cy
Area of Section
B
t2
B t1 2
95
1.89 0.759
Jy
r2
r2
A
0.124
0.269
106mm4
Moment of Inertia
106mm4
Jx
r1
29.3
39.8
mm
ix mm
iy
y
ix
iy iy
ix
11.9
15.0
Radius of Gyration
x
cy y
x
20.2
37.8
4.54
7.82
Zy 103mm3
Modulus of Section
Zx 103mm3
Profiles
Dimensions and Properties Handbook
TAPER FLANGE CHANNELS
13
14 x
x5
3 4
y
x3
y4
24.8 24.9
39.6 24.4 19.9
25.8 16.0 13.2
24.7 15.7 12.9
1.11 0.699 0.572
50.0 50.4 50.5
82.7 50.0 40.7
53.5 32.7 26.7
4.73 2.89 2.36
1890 1140 926
42.8 43.6 43.4
44.6 44.5 44.4
88.4 88.4 88.4
8.0 4.0 4.0
8.0
4.7
3.8
14.9
8.95
7.27
11.7
125 x 125 x 8.0 CA
5.0 CA
4.0 CA
100 x 100 x 8.0 CA
Dimensions and Properties Handbook
8.92
10.5
6.37
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
4.7
8.0
6.0
8.0
4.0
8.0
8.0
8.0
63.6
63.6
70.7
70.7
32.2
32.3
35.5
35.8
31.2
30.4
33.6
33.9
811
1330
1140
1490
1.06
1.70
1.83
2.36
16.6
26.7
25.8
33.4
25.5
41.7
39.8
52.0
8.06
12.7
12.5
16.0
12.4
19.7
19.0
24.7
58.2
17.6
17.0
19.3
19.0
29.3
= 400 MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
7.83
12.0
11.9
15.1
38.1
0.252
0.386
0.421
0.542
36.7
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy
36.1
35.7
40.1
39.8
1.96
Notes:
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
F
F
29.9 24.1
35.6
23.4
ry mm
23.0
Sy 103mm3
1.23
60.2
103mm3
Zy5
60.6
120
103mm3
72.4
Iy 106mm4
47.6
78.3
mm
5.04
8.30
103mm3
Sx
1380
2290
103mm3
Zx1 = Zx4
52.4
51.6
mm
53.4
53.5
mm
mm
106
x2 = x3
y1 = y4
106
8.0
mm
4.0
8.0
mm
4.7
mm
10.8
rx
About y-axis
18.0
About x-axis Zy2 = Zy3
α = 45˚
5.0 CA
Ix 106mm4
mm2
y1
Section Properties
2
150 x 150 x 8.0 CA
x5
y
x
5
1
kg/m
Full Area of Section Af
b2
y
mm
Co-ordinates of Centroid
x
ri
x
mm
Actual Thickness t
Inside Corner Radius ri
b1
t
Mass per metre
y
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles
y
x3
Dimensions and Properties Handbook
9.45 9.54 9.79
3.56 2.94 1.95
2.28 1.91 1.28
2.16 1.81 1.24
0.0389 0.0324 0.0221
19.8 19.9 20.1
7.53 6.20 4.04
4.80 3.99 2.63
0.170 0.141 0.0930
435 356 230
17.1 16.9 17.2
18.0 17.9 17.8
35.4 35.4 35.4
4.0 4.0 2.5
4.7
3.8
2.4
3.42
2.79
1.81
2.50
1.62
2.20
1.43
1.06
5.0 CA
4.0 CA
2.5 CA
45 x 45 x 4.0 CA
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
10.2
13.7
13.4
15.4
134
182
280
206
0.0191
0.0468
0.0702
0.0673
0.902
1.65
2.48
2.11
1.40
2.55
3.89
3.25
11.9
16.0
15.8
18.1
0.00438
0.0110
0.0157
0.0159
0.408
0.768
1.10
0.990
0.431
0.801
1.17
1.03
1.52
0.664
1.22
1.82
1.57
2.35
5.71
7.75
7.50
8.77
8.52
MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
10.7
14.3
14.3
16.0
4.98
21.2
28.3
28.3
31.8
16.1
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400
2.5
2.5
4.0
2.5
4.0
Notes:
2.4
2.4
3.8
2.4
3.8
1.43
9.00 4.18 2.71 2.44 0.0434 19.7 9.29
5.89
0.208
536
16.0
17.8
35.4
8.0
6.0
4.21
50 x 50 x 6.0 CA
0.0231
12.6 5.13 3.36 3.22 0.0747 26.0 10.7
6.93
0.318
470
22.2
23.2
46.0
4.0
3.8
3.69
4.0 CA
17.9
12.5 6.24 4.03 3.87 0.0902 25.9
13.0
8.39
0.386
576
22.4
23.3
46.0
4.0
4.7
4.52
5.0 CA
3.19
12.1 7.50 4.91 4.52 0.104 25.8
16.2
10.4
0.477
716
21.3
23.1
46.0
8.0
6.0
5.62
65 x 65 x 6.0 CA
0.102
14.7 6.93 4.55 4.39 0.117
30.1
14.3
9.34
0.495
546
25.8
26.7
53.0
4.0
3.8
4.29
4.0 CA
318
14.6 8.44 5.48 5.29 0.142
30.0
17.5
11.3
0.601
670
25.9
26.8
53.0
4.0
4.7
5.26
5.0 CA
15.2
14.1 10.2 6.73 6.26 0.167
29.9
21.9
14.1
0.747
836
24.8
26.7
53.0
8.0
6.0
6.56
31.8
13.9 13.2 8.46 7.89
0.213
29.6
28.4
18.0
0.957
1090
25.1
26.9
53.0
8.0
8.0
8.59
ry mm
6.0 CA
Sy 103mm3
75 x 75 x 8.0 CA
Zy5 103mm3
Zy2 = Zy3 103mm3
Iy 106mm4
rx mm
Sx 103mm3
103mm3
Ix 106mm4
mm2
x2 = x3 mm
About y-axis
mm
About x-axis
mm
mm
Actual Thickness t
Inside Corner Radius ri mm
Zx1 = Zx4
x5
3 4
y4
mm
x5
x α = 45˚
Section Properties
y1
kg/m
y1 = y4
y
x
2
mm
b2
5
1
mm
x
ri
y
Full Area of Section Af
Co-ordinates of Centroid
b1
t
x
Mass per metre
y
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
15
16
t
Dimensions and Properties Handbook 4.0
8.0 24.6
26.2 65.4
63.8
811
1330
0.654
1.04
1.12
28.4
27.9
31.5
31.2
mm fy = 400 MPa and fu = 450 MPa) 2. Full section properties are calculated in accordance with AS/NZS 4600.
18.0
29.5
28.2
10.0
16.3
15.6
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5 mm fy = 350 MPa and fu = 400 MPa, for 2.5 mm < t < 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0
26.6
39.8
40.3
Notes:
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
4.7
8.0
1140
36.8
-0.402
-0.657
-0.703
-0.910
6.37
72.1
20.4
10.5
27.9
50.6
5.0 CA
8.0
1.45
90 x 90 x 8.0 CA
F
6.0
1490
8.92
6.0 CA
71.3
11.7
100 x 100 x 8.0 CA
28.7
-0.896 39.8 28.8 16.0 44.5 1.47
926
92.0
33.0
4.0
3.8
7.27
4.0 CA 8.0
-1.10 39.7 35.3 19.6 53.8 1.80
1140
91.6
33.4
4.0
4.7
8.95
5.0 CA
8.0
-1.81 39.2 58.5 32.4 83.5
2.92
1890
90.1
34.9
8.0
8.0
14.9
125 x 125 x 8.0 CA
F
-1.91
-3.17
106mm4
47.7
47.3
mm
rn=rp
51.2
85.2
Sn=Sp 103mm3
28.4
47.2
ZnT=ZpR 103mm3
79.1
125
103mm3
ZnB=ZpL
3.14
5.13
In=Ip 106mm4
1380
2290
mm2
110
109
mm
39.6
41.2
mm
Product of 2nd Moment of Area Inp
4.0
8.0
mm
nR
R
Section Properties
p
nL
B
n
4.7
8.0
mm
L
About n- and p- axes
pB
pT
10.8
kg/m
Full Area of Section Af
b2
n
18.0
mm
Co-ordinates of Centroid pB=nL pT=nR
p
ri
n
5.0 CA
mm
mm
Inside Corner Radius ri
n
t
p
150 x 100 x 8.0 CA
Size b2
Leg b1
Normal Thickness
Actual Thickness
Dimensions
Mass per metre
b1
T
duragal® equal angels
Designation
Grade C450L0/C400L0 (TS 100)
n- and p-axes Dimensions and Full Section Properties
DuraGal Equal Angles
p
DuraGal® Profiles
kg/m
103mm3
In = Ip 106mm4
L
nR
Sn = Sp
Dimensions and Properties Handbook
1.62
2.20
1.43
1.06
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
2.5
2.5
4.0
2.5
8.61
11.1
11.8
12.4
21.4
28.9
28.2
32.6
134
182
280
206
0.0118
0.0289
0.0430
0.0416
1.37
2.60
3.65
3.36
0.550
0.999
1.52
1.27
0.994
1.80
2.75
2.30
9.35
12.6
12.4
14.2
-0.00738
-0.0179
-0.0272
-0.0257
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
-0.0392
-0.0355
2.50
45 x 45 x 4.0 CA
14.0
15.8 2.86 1.58 4.23 0.0576 230
36.4
13.6
2.5
2.4
1.81
2.5 CA
3.52
-0.0544 15.6 4.39 2.43 6.08 0.0868
356
35.7
14.3
4.0
3.8
2.79
4.0 CA
1.95
-0.0655 15.5 5.33 2.95 7.14 0.104
435
35.4
14.6
4.0
4.7
3.42
5.0 CA
4.79
-0.0823 15.3 6.59 3.64 8.15
0.126
536
34.6
15.4
8.0
6.0
4.21
50 x 50 x 6.0 CA
0.0623
-0.122 20.5 7.56 4.18 10.9
0.197
470
47.0
18.0
4.0
3.8
3.69
4.0 CA
318
-0.148 20.3 9.22 5.10 13.0
0.238
576
46.6
18.4
4.0
4.7
4.52
5.0 CA
32.0
-0.186 20.2 11.5 6.35 15.2
0.291
716
45.8
19.2
8.0
6.0
5.62
65 x 65 x 6.0 CA
13.0
-0.189 23.7 10.1 5.62
14.9
0.306
546
54.5
20.5
4.0
3.8
4.29
4.0 CA
4.0
-0.230 23.5 12.4 6.86
17.8
0.372
670
54.1
20.9
4.0
4.7
5.26
5.0 CA
3.8
-0.290 23.4 15.5 8.57
21.1
0.457
836
53.3
21.7
8.0
6.0
6.56
6.0 CA
106mm4
-0.372 23.1 20.1
11.1
26.0
0.585
1090
52.5
mm
rn = rp
Product of 2nd Moment of Area Inp
22.5
103mm3
103mm3
ZnT = ZpR
R
n
Section Properties
p
nL
B
About n- and p- axes
pB
pT
8.0
pT = nR mm2
pB= nL mm
ZnB = ZpL
n
mm
b2
n
p
8.0
mm
p
ri
Full Area of Section Af
Co-ordinates of Centroid
n
t
T
8.59
mm
Actual Thickness t
Inside Corner Radius ri
b1
p
75 x 75 x 8.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
17
18 24.7 15.7 12.9
1.11 0.699 0.572
23.9 10.2 7.31
1.05 0.368 0.248
46.9 19.4 14.0
3.90 1.34 0.917
0.809 0.491 0.409
1530 560 379
400 450 450
13.6 24.7 30.8
13.6 24.7 30.8
16.0 8.7 7.8
8.0
4.7
3.8
14.9
8.95
7.27
11.7
8.92
10.5
6.37
125 x 125 x 8.0 CA
5.0 CA
4.0 CA
100 x 100 x 8.0 CA
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
Dimensions and Properties Handbook
4.7
8.0
6.0
8.0
8.7
16.0
14.0
16.0
17.3
9.25
14.3
10.5
17.3
9.25
14.3
10.5
450
400
450
400
530
1330
859
1410
0.654
1.00
0.756
0.946
0.672
1.70
1.38
2.36
12.2
26.7
21.3
33.4
60.8
0.185
0.386
0.363
0.542
1.56
6.33
12.0
10.7
15.1
31.4
0.252
0.386
0.421
0.542
1.96
7.83
12.0
11.9
15.1
36.7
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes:
F
F
23.0
1.23
13.2
0.544
25.3
Zey5 103mm3
1.99
5.74
106mm4
Iey5
0.416
0.701
103mm3
Zey2,3
572
1610
Iey2,3 106mm4
450
400
103mm3
Zex1 = Zex4
30.1
16.8
106mm4
Iex1 = Iex4
30.1
16.8
mm2
8.7
16.0
MPa
fy
4.7
8.0
t
t
10.8
mm
About y-axis
18.0
mm
About x-axis
5.0 CA
Ae Af
Effective Section Properties
y
150 x 150 x 8.0 CA
Effective Area of Section Ae
x
3 4
x
kg/m
mm
b2 - ro
b1 - ro
Yield Stress
Grade
y
2
mm
Ratios
b2
5
1
mm
Actual Thickness t
Outside Corner Radius ro
x
ro
y
Mass per metre
b1
t
x
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles
y
DuraGal® Profiles
Dimensions and Properties Handbook
Iey5
Zey5
1.62
2.20
1.43
1.06
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
4.9
4.9
7.8
4.9
10.5
14.6
8.47
16.7
10.5
14.6
8.47
16.7
350
350
450
350
132
147
280
152
0.980
0.806
1.00
0.736
0.0191
0.0385
0.0702
0.0494
0.902
1.45
2.48
1.71
0.00438
0.0104
0.0157
0.0135
0.408
0.740
1.10
0.884
0.00438
0.0110
0.0157
0.0159
0.408
0.768
1.10
0.990
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
1.43
1.24 0.0231
2.50
45 x 45 x 4.0 CA
1.43
0.0221 1.03 0.0169 1.98 0.0615
0.676
156
350
18.8
18.8
4.9
2.4
1.81
2.5 CA
0.0231
1.81 0.0324 1.81 0.0324 3.78 0.131
0.888
316
450
11.1
11.1
7.8
3.8
2.79
4.0 CA
3.19
2.16 0.0389 2.16 0.0389 4.80
0.170
1.00
435
450
8.79
8.79
8.7
4.7
3.42
5.0 CA
0.102
2.44 0.0434 2.44 0.0434 5.89
0.208
1.00
536
450
6.00
6.00
14.0
6.0
4.21
50 x 50 x 6.0 CA
0.952
3.22 0.0747 2.83 0.0619 5.54
0.230
0.727
342
450
15.1
15.1
7.8
3.8
3.69
4.0 CA
303
3.87 0.0902 3.87 0.0902 7.65
0.337
0.846
487
450
12.0
12.0
8.7
4.7
4.52
5.0 CA
450
4.52 0.104 4.52 0.104
10.4
0.477
1.00
716
450
8.5
8.50
14.0
6.0
5.62
65 x 65 x 6.0 CA
9.79
4.39 0.117 3.49 0.0840
6.78
0.310
0.646
353
450
17.7
17.7
7.8
3.8
4.29
4.0 CA
9.79
5.29 0.142 4.84 0.125
9.41
0.458
0.759
508
450
14.1
14.1
8.7
4.7
5.26
5.0 CA
7.8
6.26 0.167 6.26
0.167
13.9
0.735
0.934
781
3.8
7.89 0.213 7.89
0.213
18.0
0.957
1.00
1090
450
103mm3
400
106mm4
7.38
103mm3
10.2
106mm4
About y-axis Zey2,3
7.38
103mm3
Iey2,3
10.2
106mm4
Zex1 = Zex4
About x-axis Iex1 = Iex4
14.0
mm2
Ae Af
y
16.0
MPa
fy
Effective Area of Section Ae
3 4
x
6.0
mm
t
t
Yield Stress
y
5
2
Effective Section Properties
x
1
8.0
mm
b2 - ro
b1 - ro
b2
y
6.56
kg/m
Outside Corner Radius ro
x
ro
x
8.59
mm
Actual Thickness t
Grade
b1
t
6.0 CA
mm
Mass per metre
Ratios
y
75 x 75 x 8.0 CA
mm
Leg Size b1 b2
Designation Nominal Thickness
Dimensions
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 / C350L0(TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
19
20 14.5
8.92
10.5
6.37
6.0 CA
90 x 90 x 8.0 CA
5.0 CA
4.7
8.7
16.0
14.0
16.0
17.3
9.25
14.3 17.3
9.25
14.3 450
400
450
400
530
1330
859
1410
0.654
1.00
0.756
0.357
1.04
0.782
1.45
6.58
16.3
12.1
20.4
0.629
1.04
1.12
1.45
9.83
16.3
15.6
20.4
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
F
8.0
6.0
8.0
0.946
11.7
100 x 100 x 8.0 CA
10.5
18.4 1.20 6.01 0.357
0.409
379
450
30.8
30.8
7.8
3.8
7.27
4.0 CA 10.5
32.4 1.57 9.13
0.594
0.491
560
450
24.7
24.7
8.7
4.7
8.95
5.0 CA
F
25.9 2.92 27.8
2.34
0.809
1530
400
13.6
13.6
16.0
8.0
14.9
125 x 125 x 8.0 CA
46.8 2.57
5.04 11.0
33.8
0.791
3.17
0.416
0.701
572
1610
450
400
30.1
16.0
16.8
103mm3
ZenB = ZepL
30.1
8.0
16.8
106mm4
8.7
103mm3
IenB = IepL
About n- and p- axis ZenT = ZepR
4.7
106mm4
IenT = IepR
n R
10.8
mm2
Ae Af
p
B
Effective Section Properties
L
18.0
MPa
fy
Effective Area of Section Ae
n
5.0 CA
mm
t
t
Yield Stress
Grade
b2
n
150 x 150 x 8.0 CA
mm
b2 - ro
b1 - ro
Ratios
p
ro
p
kg/m
mm
Actual Thickness t
Outside Corner Radius ro
n
T
mm
mm
Mass per metre
Dimensions
b1
p
duragal® equal angels
Designation Nominal Leg Size Thickb1 b2 ness
n- and p-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Equal Angles t
DuraGal® Profiles
Dimensions and Properties Handbook
kg/m
n R
Dimensions and Properties Handbook
2.50
1.62
2.20
1.43
1.06
45 x 45 x 4.0 CA
2.5 CA
40 x 40 x 4.0 CA
2.5 CA
30 x 30 x 2.5 CA
4.9
4.9
7.8
4.9
10.5
14.6
8.47
16.7
10.5
14.6
8.47
16.7
350
350
450
350
132
147
280
152
0.980
0.806
1.00
0.736
0.0118
0.0231
0.0430
0.0281
0.550
0.856
1.52
0.972
0.0118
0.0289
0.0430
0.0414
0.550
0.999
1.52
1.27
Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
2.4
2.4
3.8
2.4
1.95
1.56 0.0560 1.08 0.0333 0.676
156
350
18.8
18.8
4.9
2.4
1.81
2.5 CA
0.0623
2.43 0.0868 2.34 0.0821 0.888
316
450
11.1
11.1
7.8
3.8
2.79
4.0 CA
1.95
2.95 0.104 2.95 0.104
1.00
435
450
8.79
8.79
8.7
4.7
3.42
5.0 CA
0.0623
3.64 0.126 3.64 0.126
1.00
536
450
6.00
6.00
14.0
6.0
4.21
50 x 50 x 6.0 CA
0.952
4.17 0.195 3.13 0.129
0.727
342
450
15.1
15.1
7.8
3.8
3.69
4.0 CA
303
5.10 0.238 4.65
0.208
0.846
487
450
12.0
12.0
8.7
4.7
4.52
5.0 CA
450
6.35 0.291 6.35
0.291
1.00
716
450
8.5
8.50
14.0
6.0
5.62
65 x 65 x 6.0 CA
9.79
5.51 0.293 3.62
0.162
0.646
353
450
17.7
17.7
7.8
3.8
4.29
4.0 CA
9.79
6.86 0.372 5.45
0.266
0.759
508
450
14.1
14.1
8.7
4.7
5.26
5.0 CA
7.8
8.57 0.457
8.57
0.457
0.934
781
450
10.2
10.2
14.0
6.0
6.56
6.0 CA
3.8
11.1 0.585
11.1
103mm3
ZenB = ZepL
0.585
106mm4
1.00
103mm3
IenB = IepL
About n- and p- axis ZenT = ZepR
1090
106mm4
IenT = IepR
p
B
400
mm2
Ae Af
L
7.38
MPa
fy
n
7.38
t
t
Effective Area of Section Ae
n
16.0
b2 - ro
b1 - ro
Yield Stress
b2
ro
p
Effective Section Properties
p
T
8.0
mm
Outside Corner Radius ro
Grade
n
p
8.59
mm
Actual Thickness t
Ratios
b1
t
75 x 75 x 8.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Effective Section Properties Grade C450L0 / C400L0 / C350L0(TS 100)
DuraGal Equal Angles
DuraGal® Profiles duragal® equal angels
21
22
kg/m
mm
1.53 0.396 1.35 0.350
10.5 6.37
8.59 6.56 5.26 4.29
5.62 4.52 3.69
4.21 3.42 2.79 1.81
2.50 1.62
2.20 1.43
1.06
90 x 90 x 8.0 CA 5.0 CA
75 x 75 x 8.0 CA 6.0 CA 5.0 CA 4.0 CA
65 x 65 x 6.0 CA 5.0 CA 4.0 CA
50 x 50 x 6.0 CA 5.0 CA 4.0 CA 2.5 CA
45 x 45 x 4.0 CA 2.5 CA
40 x 40 x 4.0 CA 2.5 CA
30 x 30 x 2.5 CA
F
11.7 8.92
100 x 100 x 8.0 CA 6.0 CA
Dimensions and Properties Handbook 0.258
6.43 3.20 1.71 0.442
8.59 4.24 2.26
23.4 10.0 4.93 2.63
28.5 5.97
31.9 13.6
40.4 8.39 4.46
14.9 8.95 7.27
125 x 125 x 8.0 CA 5.0 CA 4.0 CA F
49.0 10.1
18.0 10.8
10.2
13.5 13.7
15.2 15.5
16.6 16.8 17.0 17.3
21.9 22.2 22.3
25.1 25.5 25.7 25.8
30.4 31.0
33.9 34.3
42.8 43.4 43.5
51.6 52.2
103mm4
J
Coordinate of Shear Centre x0
Torsion Constant
16.6
22.0 22.4
24.9 25.3
27.1 27.5 27.8 28.2
35.8 36.2 36.4
41.0 41.6 41.9 42.2
49.7 50.6
55.4 56.0
69.9 70.8 71.1
84.3 85.2
mm
r01
Polar Radius of Gyration about the Shear Centre
40.7
53.9 54.9
61.0 61.9
66.5 67.4 68.0 69.0
87.7 88.6 89.2
100 102 103 103
122 124
136 137
171 173 174
206 209
mm
ßy
Monosymmetry Section Constant
x Shear Centre
α = 45˚
xo y
x
t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for equal angles. 4. Iw is equal to zero for angles. 5. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
F These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes. Notes: 1. Steel grade C450L0 / C400L0 / C350L0 (for
y
duragal® equal angels
150 x 150 x 8.0 CA 5.0 CA
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
x- and y-axes Section Properties for Member Stability Grade C450L0 / C400L0 / C350L0 (TS 100)
DuraGal Equal Angles
DuraGal® Profiles
3.71 0.0524 26.3
8.15 b1
6.15
0.312
451
0.464
18.3
26.1
14.1
38.3
50.8
4.0
3.8
ro
y
x3
x y4
2
10.7 10.8 4.08 2.87 2.01
10.3
ry
4.96
5.97
Sy
3.42 x
4.10
Zy5
2.42
2.89
Zy3
About y-axis
x5
4
3
α
y1
Dimensions and Properties Handbook
Notes:
x
4
y
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
b2
y sizes. quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these x
3 A minimum order F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available5 on request.
10.4
x
4.38 0.0631
12.7t 26.2
9.83
7.47
0.378
553
0.462
18.5
26.1
14.4
38.4
50.6
4.89 1
0.0731 26.0
15.7
11.9
9.29
0.464
686
0.472
17.8
25.3
14.9
39.2
50.0
4.0
2
106mm4 103mm3 103mm3 103mm3 103mm3 mm y
Zy2
8.0
mm
Iy
4.7
106mm4 103mm3 103mm3 103mm3 y
rx
6.0
Sx
F 75 x 50 x 6.0 CA 5.38 5.0 CA 4.34 F 4.0 CA 3.54 F
mm2
Zx4
mm
About x-axis
mm
Zx1
mm
Ix
mm
x3
mm
x2
mm
y4
mm
Tan a
5
kg/m
x5
x
1
Section Properties
ri
x
x2
mm mm mm
y1
Coordinates of Centroid
y b2
t
y
Mass Actual Inside per Thick- Corner metre ness Radius t ri Full Area of Section Af
x
b1
y
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles duragal® equal angels
23
24 mm2
Iex1
Zex1
Iex4
Zex4
Iey2,3
Zey2,3
Iey5
Zey5
2.42 2.01
0.0631 0.0524
2.42 1.99
0.0631 0.0520
7.47 6.10
0.378 0.309
6.17 4.30
0.286 0.185
0.854 0.741
472 334
450
11.1
17.7
7.8
3.8
3.54
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. Iex1 and Zex1 are for compression at point “1”; Iex4 and Zex4 are for compression at point “4”; Iey2,3 and Zey2,3 are for compression at points “2” and “3”; Iey5 and Zey5 are for compression at point “5”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order
2.89 0.0731 2.89 0.0731 9.29 0.464
9.29
0.464
0.960
658
103mm3
450
106mm4
450
103mm3
8.79
106mm4
6.00
103mm3
14.1
106mm4
10.2
103mm3
8.7
106mm4
About y-axis
y
14.0
Af
About x-axis
3 4
x
4.7
fy MPa
Ae
5
2
Effective Section Properties
x
1
6.0
mm
b2 - ro t
Effective Area of Section Ae
Yield Stress
Grade
ro
x
y
4.34
mm
b1 - ro t
Ratios
y b2
t
5.38
kg/m
mm mm mm
Outside Actual Corner Thickness Radius t ro
x
b1
y
duragal® equal angels
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
Effective Section Properties Grade C450L0 (TS 100)
x- and y-axes
DuraGal Unequal Angles - continued
DuraGal® Profiles
Dimensions and Properties Handbook
9.86
8.44 T 2.57
0.144 0.119 0.0983
23.9 p 24.2
14.2 11.5
7.98 6.43
15.3 13.0
0.393 0.323
686 553
37.3 38.0
12.7 12.0
49.3 50.2
25.7
24.8
ZpR
4.34
ZpL
R
n
Sp
p 3.12
3.87
4.54
5.56
6.97
14.8
-0.120
-0.151 14.6
14.5
Inp 106mm4 mm
rp
Product of 2nd Moment of Area
24.4
50.6
11.7
38.3
451
0.266
10.9
5.26
9.43
24.3
B
R
p bfy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm 2 400 MPa and fu = 450 MPa). p 2. Full section properties are calculated in accordance with AS/NZS 4600.
Notes:
3.54
-0.0991 t F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order L b 1 availability n sizes. quantity may apply on some sizes. Please your local Steel & Tube branch for information and on these n n n ro
11.4
106mm4 103mm3 103mm3 103mm3
Ip
5.38
rn mm
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Sn
106mm4 103mm3 103mm3 103mm3
ZnT
mm2
mm
nL mm
pT ZnB
p
mm
In
B
nL nR
pB
About p-axis
L
mm
nR
pB
pT
Section Properties
n
kg/m
About n-axis
p b 2
ri
n
p
mm mm mm
Full Area of Section Af
n
t
T
Mass per metre
Coordinates of Centroid
b1
p
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
n- and p-axes Dimensions and Full Section Properties Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles
Dimensions and Properties Handbook
duragal® equal angels
25
26 3.87 3.12 2.55
0.144 0.119 0.0967
3.87 3.12 2.43
0.144 0.119 0.0909
7.98 6.43 5.26
0.393 0.323 0.266
7.98 5.29 3.59
0.393 0.243 0.153
0.960 0.854 0.741
658 472 334
450
11.1
17.7
7.8
3.8
3.54
ZepL
450
Dimensions and Properties Handbook
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Ae is calculated for sections with uniform axial compressive stress fy. 3. Ie and Ze are calculated with the extreme compression or tension fibres at fy (first yield). Ze is calculated at the extreme tension or compression fibre of the effective section. 4. IenT and ZenT are for compression at point “T”; IenB and ZenB are for compression at point “B”; IepR and ZepR are for compression at point “R”; IepL and ZepL are for compression at point “L”. 5. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order
106mm4
103mm3
450
103mm3
IepL
8.79
106mm4
6.00
103mm3
About p-axis ZepR
14.1
106mm4
IepR
10.2
103mm3
ZenB
8.7
106mm4
IenB
14.0
mm2
MPa
fy ZenT
4.7
mm
t
t
6.0
mm
b2 - ro
b1 - ro
Effective Area of Section Ae
Yield Stress About n-axis
R
4.34
IenT
p
B
n
5.38
Ae Af
L
Effective Section Properties
n
F 75 x 50 x 6.0 CA 5.0 CA F 4.0 CA F
Grade
n
kg/m
Ratios
p b 2
ro
p
mm mm mm
Outside Actual Corner Thickness Radius t ro
n
t
T
Mass per metre
b1
p
duragal® UNequal angels
Designation Nominal Leg Size Thickb1 b2 ness
Dimensions
Effective Section Properties Grade C450L0 (TS 100)
n- and p-axes
DuraGal Unequal Angles - continued
DuraGal® Profiles
79.2 80.2 80.8
39.2 39.2 39.3
36.6 36.9 37.2
16.2 16.2 16.2
17.3 17.6 17.7
8.23 4.07 2.17
5.38
4.34
3.54
5.0 CA
4.0 CA
ßy
75 x 75 x 6.0 CA
ßx
Dimensions and Properties Handbook
1. Steel grade C450L0 / C400L0 / C350L0 (for t < 2.5mm fy = 350 MPa and fu = 400 MPa, for 2.5mm < t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for equal angles. 4. Iw is equal to zero for angles. 5. The shear centre is assumed to be located at the intersection of the centre lines of the angle legs.
F DuraGal Unequal Angles are not a common stock item but sizes 100 x 75, 125 x 75, 150 x 100 in 6 or 8mm wall thickness are also available on request. A minimum order quantity may apply on some sizes. Please your local Steel & Tube branch for information and availability on these sizes. Notes:
F F F
y0
mm
mm
mm
mm
mm
mm
mm
Monosymmetry Section Constants
x0
Polar Radius of Gyration about the Shear Centre r01
mm
Coordinate of Shear Centre
xo y
J
Torsion Constant
Shear Centre
yo
x α
103mm4
Mass per metre
x
y
kg/m
Nominal Leg Size Thickb1 b2 ness
Designation
x- and y-axes Section Properties for Member Stability Grade C450L0 (TS 100)
DuraGal Unequal Angles
DuraGal® Profiles duragal® UNequal angels
27
28
kg/m
Dimensions and Properties Handbook
12.4
11.6
10.5
7.23
5.59
4.25
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
3.8
3.8
3.8
4.7
4.7
4.7
6.0
6.0
6.0
6.0
8.0
mm
4.0
4.0
4.0
4.0
4.0
4.0
8.0
8.0
8.0
8.0
8.0
mm
67.4
92.4
117
141
171
191
188
218
238
288
284
12.1
14.3
18.3
20.9
19.1
18.1
18.8
17.5
21.6
19.5
20.3
mm
mm
d - 2t
Coord. of Centroid xL
Depth Between Flanges
541
712
921
1340
1480
1580
1970
2150
2450
2750
0.457
1.08
2.25
4.67
7.16
9.18
11.2
15.7
21.9
34.0
44.2
mm2
3630
Ix 106mm4
Full Area of Section Af
12.2
21.7
36.1
62.3
79.5
91.8
112
137
176
227
294
103mm3
Zx
14.4
25.4
41.8
72.5
93.7
109
135
166
210
275
359
103mm3
Sx
About x-axis
ri
d – 2t
x
29.1
39.0
49.5
59.0
69.5
76.4
75.5
85.5
94.6
111
110
mm
rx
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.44
106mm4
Iy
L
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
35.0
103mm3
ZyR
Section Properties
bf
t
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
Notes:
16.9
15.5
19.2
250 x 90 x 6.0 CC
200 x 75 x 6.0 CC
21.6
6.0 CC
230 x 75 x 6.0 CC
28.5
300 x 90 x 8.0 CC
mm
mm
Actual Thickness t
Inside Corner Radius ri
d
y
R
6.93
12.2
21.2
35.6
41.2
44.9
53.4
59.8
83.3
96.6
120
103mm3
ZyL
About y-axis
xL
y
Sy
5.46
8.78
15.1
24.8
25.1
25.3
31.8
32.2
46.4
47.1
62.1
103mm3
x
12.5
15.6
20.5
23.5
23.1
22.7
22.6
22.0
27.1
26.2
25.9
mm
ry
duragal® CHANNELS
mm
Mass per metre
Designation Nominal Thickd bf ness
Dimensions
x- and y-axes Dimensions and Full Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
DuraGal® Profiles
Dimensions and Properties Handbook
12.4
11.6
10.5
7.23
5.59
4.25
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
3.8
3.8
3.8
4.7
4.7
4.7
6.0
6.0
6.0
6.0
8.0
mm
7.8
7.8
7.8
8.7
8.7
8.7
14.0
14.0
14.0
14.0
16.0
mm
Outside Actual Corner Thickness Radius t ro
67.4
92.4
117
141
171
191
188
218
238
288
284
mm
d - 2t
Depth Between Flanges
15.6
22.2
28.8
28.2
34.6
38.9
28.7
33.7
37.0
45.3
33.5
(d-2ro) t
8.47
11.1
15.1
14.1
14.1
14.1
10.2
10.2
12.7
12.7
9.25
(b-ro) t
1.00
1.00
0.966
0.977
0.863
0.797
0.968
0.879
0.825
0.712
1.00
0.875
0.705
0.741
0.741
0.741
0.925
0.925
0.801
0.801
1.00
(b-ro)
(d-2ro)
0.915
be
de
Ratios
1.00
0.944
0.845
0.869
0.820
0.787
0.955
0.906
0.831
0.763
0.950
Af
Ae
450
450
450
450
450
450
450
450
450
450
400
MPa
fy
Yield Stress
Grade
d
541
672
779
1160
1220
1240
1880
1950
2040
2100
3450
mm2
Effective Area of Section Ae
bf
ro
t
y
R
x
Zex
IeyR
ZeyR
IeyL
About y-axis ZeyL
0.457
1.04
2.00
4.22
6.50
8.37
11.0
15.4
20.5
32.0
44.2
12.2
20.1
29.8
52.9
68.4
79.5
108
132
158
206
294
0.0840
0.164
0.256
0.532
0.550
0.560
1.00
1.05
1.41
1.46
2.44
3.01
4.67
6.24
10.9
11.0
11.0
17.9
18.2
22.2
22.4
35.0
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.44
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
35.0
106mm4 103mm3 106mm4 103mm3 106mm4 103mm3
Iex
L
y
Effective Section Properties
x
About x-axis
d – 2t
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. de and be are the effective widths of the web and flange respectively. 3. de, be and Ae are calculated for sections with uniform axial compressive stress fy. 4. IeyL and ZeyL are for compression at point “L”; IeyR and ZeyR are for compression at point “R”; 2. Effective section properties are calculated in accordance with AS/NZS 4600.
Notes:
16.9
15.5
19.2
250 x 90 x 6.0 CC
200 x 75 x 6.0 CC
21.6
230 x 75 x 6.0 CC
28.5
kg/m
6.0 CC
mm mm
d
mm
Mass per metre
Dimensions
300 x 90 x 8.0 CC
Nominal Thickbf ness
Designation
x- and y-axes Effective Section Properties Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
DuraGal® Profiles duragal® CHANNELS
29
30
Dimensions and Properties Handbook
kg/m
28.5
21.6
19.2
16.9
15.5
12.4
11.6
10.5
7.23
5.59
4.25
mm mm mm
300 x 90 x 8.0 CC
6.0 CC
250 x 90 x 6.0 CC
230 x 75 x 6.0 CC
200 x 75 x 6.0 CC
5.0 CC
180 x 75 x 5.0 CC
150 x 75 x 5.0 CC
125 x 65 x 4.0 CC
100 x 50 x 4.0 CC
75 x 40 x 4.0 CC
2.60
3.43
4.43
9.87
10.9
11.6
23.7
25.8
29.4
33.0
77.4
0.0760
0.285
1.01
2.77
4.29
5.52
6.78
9.48
19.2
29.6
37.7
Iw 109mm6
J
Warping Constant
103mm4
Torsion Constant
24.4
30.1
40.0
45.4
42.4
40.6
40.2
37.8
47.8
44.0
43.4
mm
Coordinate of Shear Centre x0
40.1
51.8
67.0
78.3
84.9
89.7
89.0
96.7
110
123
122
mm
Polar Radius of Gyration about the Shear Centre r01
y
x
85.9
113
145
171
197
218
217
254
273
340
338
mm
ßy
Monosymmetry Section Constants
1. Steel grade C450L0 / C400L0 (for t < 6.0mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0mm fy = 400 MPa and fu = 450 MPa). 2. With the exception of J, properties are calculated assuming a simplified shape where the bends are eliminated and the section is represented by straight mid-lines in accordance with Clause 2.1.2.1 of AS/NZS 4600. 3. ßx is zero for channels.
Notes:
Mass per metre
Shear Centre
x
y
duragal® CHANNELS
Designation Nominal Thickness d bf
x- and y-axes Section Properties for Member Stability Grade C450L0 / C400L0 (TS 100)
DuraGal Channels
xo
DuraGal® Profiles
kg/m
mm
Dimensions and Properties Handbook
4.24
2.77 2.24
2.40 1.94
1.84 1.49
90 x 6.0 CF
75 x 5.0 CF 4.0 CF
65 x 5.0 CF 4.0 CF
55 x 5.0 CF 4.0 CF
4.7 3.8
4.7 3.8
4.7 3.8
6.0
400 400
400 400
400 400
400
400 350 400 400 400
4.7
8.0 6.0 4.7 3.8
350 400 400
350 400 400
350 400
350 400
MPa
fy
Yield Stress
Grade
235 190
306 247
353 285
0.196 0.158
0.430 0.348
0.661 0.534
1.46
0.0490 0.0396
0.108 0.0870
0.165 0.134
0.365
1.96 1.58
3.31 2.68
4.41 3.56
8.10
2.94 2.38
4.96 4.01
6.61 5.34
12.2
14.4 14.4
18.8 18.8
21.7 21.7
26.0
0.000433 0.000229
0.000562 0.000297
0.000649 0.000343
0.00162
0.00427 0.00180 0.000865 0.000457
28.9 28.9 28.9 28.9 20.0 15.0 11.8 9.50
13.3 10.0 7.83 6.33
540
0.00112
37.5
19.9
13.2
Sy
0.184 0.120
0.239 0.156
0.276 0.181
0.276 0.181
0.359 0.235
0.414 0.271
0.810
1.60 0.900 0.552 0.361 0.540
0.718 1.07 0.600 0.368 0.241
2.40 1.35 0.828
3.20 1.80 1.10
4.00 1.38
4.80 1.66
103mm3
0.479
1.60 0.900 0.552
0.00640 0.00270 0.00130
0.860
2.13 1.20 0.736
2.67 0.920
3.20 1.10
103mm3
Zy
About y-axis
0.00853 0.00360 0.00173
0.0107 0.00216
0.0128 0.00260
0.667 0.500 0.392 0.317
43.3 43.3 43.3
45.0 33.8 26.4
Iy 106mm4
3.44
57.7 57.7 57.7
72.2 72.2
86.6 86.6
80.0 60.0 47.0
125 73.4
180 106
rx mm
2.67 2.00 1.57 1.27
30.0 22.5 17.6
Sx 103mm3
611
2.25 1.69 1.32
9.00 6.75 5.29
1200 900 705
53.3 40.0 31.3
83.3 49.0
120 70.5
103mm3
Zx
About x-axis
y
x
1
x
1
800 600 470 380
5.33 4.00 3.13
10.4 6.12
18.0 10.6
21.3 16.0 12.5
41.7 24.5
Ix 106mm4
1600 1200 940
2000 1180
72.0 42.3
106mm4
mm2
2400 1410
About 1-axis I1
Full Area of Section Af
t
Section Properties
w
y
Notes: 1. Steel grade C400L0 / C350L0 (for t < 6.0mm fy = 400 MPa and fu = 450 MPa, and for t > 6.0mm fy = 350 MPa and fu = 400 MPa). 2. Section properties are calculated in accordance with AS/NZS 4600.
4.80
6.28 4.71 3.69 2.98
100 x 8.0 CF 6.0 CF 5.0 CF 4.0 CF
9.42 7.07 5.53
150 x 8.0 CF 6.0 CF 5.0 CF
130 x 5.0 CF
8.0 6.0 4.7
12.6 9.42 7.38
200 x 8.0 CF 6.0 CF 5.0 CF
8.0 6.0 4.7
8.0 4.7
15.7 9.22
250 x 8.0 CF 5.0 CF
8.0 4.7
18.8 11.1
mm
Actual Thickness t
300 x 8.0 CF 5.0 CF
mm
Mass per metre
Designation Nominal Width Thickness w
Dimensions
x- and y-axes and baseline axis Dimensions and Full Section Properties Grade C400L0 / C350L0 (TS 100)
DuraGal Flats
ry
J
1.36 1.10
1.36 1.10
1.36 1.10
1.73
1.73 0.915
2.25 1.19
2.60 1.37
6.48
4.50 17.1 7.20 3.46 1.83 2.31 1.73 1.36 1.10
25.6 10.8 5.19 2.31 1.73 1.36 1.36
34.1 14.4 6.92
42.7 8.65
51.2 10.4
103mm4
2.31 1.73 1.36
2.31 1.36
2.31 1.36
mm
Torsion Constant
DuraGal® Profiles duragal® flats
31
plate products
32
0.18
0.22
0.55
Si
1.50
1.70 0.040
0.050
0.040
P
Chemical Composition % Mn
Dimensions and Properties Handbook 0.040
0.040
0.040 0.040
0.040
0.035
S
0.040
0.050
0.035
S
0.45
0.48
CE
0.40
0.44
CE
355 MPa
400 MPa
350 MPa
Yield Strength
275 MPa
245 MPa
250 MPa
Yield Strength
0.55
0.22
1.80
0.040
P
Chemical Composition % Mn
0.035
S
0.48
CE
BISPLATE 80
Si
0.20
C
0.18
1.40
Mn
0.010
P
Chemical Composition %
0.003
S
0.50
CE
High strength, low alloy steel plate with a yield stress three times that of carbon steel. Hardness 255HB.
High Tensile Quenched & Tempered
AS/NZS 3678 Grade 450
Si
C
690 MPa
Yield Strength
450 MPa
Yield Strength
High strength structural steel plate with a nominal yield strength of 450 MPa. Not suitable for hot forming or normalising.
High Tensile
1.60
0.20
BS EN 10025 S355
0.55
1.60
1.70
0.30
0.55
0.22
P
Chemical Composition % Mn
JIS G3101 SS540
Si
AS/NZS 3678 Grade 350
C
High strength structural steel plate with a nominal yield strength of 350 MPa
Medium Tensile
BS EN 10025 S275
JIS G3101 SS400
AS/NZS 3678 Grade 250
C
Medium strength structural steel plate with a nominal yield strength of 250 MPa
Mild Steel
22%
22%
490-630 MPa
790-930 MPa
Tensile Strength
520 MPa
18%
Min Elongation
16%
Min Elongation
13%
540 MPa
Tensile Strength
20%
450 MPa
Min Elongation
17% 410-560 MPa
Tensile Strength
22%
410 MPa
Min Elongation
400-510 MPa
Tensile Strength
The chemical compositions are all the maximum % content. The mechanical properties relate to 12-20mm thick plates. This data is for comparison purposes only and should not be used in lieu of the actual specifications, which should always be consulted.
There are a variety of international specifications for hot rolled steel plate. Some of the more common specifications and grades, with their chemical and mechanical properties, are summarised below.
Plate
Plate
0.22
0.29
0.55
1.40
Mn
0.015
0.010
P
Chemical Composition %
Dimensions and Properties Handbook 0.02
0.19
AS/NZS 1594 HA250
0.150
0.150
P
0.70
0.50
Mn
0.030
0.030
P
Chemical Composition %
0.50
0.50
Mn
Chemical Composition %
0.030
0.030
S
0.040
0.035
S
0.003
0.003
S
CE
0.39
CE
0.62
0.50
CE
AS1548-7-460R
Si
0.60
C
0.20
1.70
Mn
0.040
P
Chemical Composition %
0.030
S
0.45
CE
Tensile Strength
480 MPa
450 MPa
Tensile Strength
1640 MPa
1350 MPa
Tensile Strength
22%
Min Elongation
0.15 to 0.50% 0.25 to 0.60%
15%
250 MPa
295 MPa
Yield Strength
460 MPa
Tensile Strength
350 MPa
Copper
477-534HB
Min Elongation
360-440HB
10%
Hardness
12%
Min Elongation
21%
Min Elongation
Commercial grade not rated for mechanical properties
Yield Strength
345 MPa
340 MPa
Yield Strength
Yield Strength
A carbon-manganese steel for boiler and pressure vessel applications with a minimum tensile strength of 460 MPa.
Boiler Plate
0.03
0.10
Si
AS/NZS 1594 HA1
Lozenge pattern floor plate.
C
0.75
0.12
Floor Plate
0.50
0.11
JIS G3125 SPA-H
Si
AS/NZS 1594 HW350
C
Structural steel with improved resistance to atmospheric corrosion.
Corrosion Resistant
0.20
0.18
BISPLATE 500
Si
BISPLATE 400
C
Through hardened, abrasion resistant steel plate, offering long life expectancy in high impact abrasion applications.
Abrasion Resistant Quenched & Tempered
Plate
plate products
33
34
Matt finish suitable for painting and exposed non-critical applications
Dimensions and Properties Handbook
0.80
1.00
1.20
1.60
2.00
2.50
3.00
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
160 - 240
290 -365
34
40-60
Tensile (MPa)
% Elongation*
HRB Hardness
* Lo = 50mm
Specified - Minimum
Proof stress/Yield point
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.025
0.030
0.254
0.030
0.080
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.60
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Filing cabinets, air conditioning, household electrical appliances, furniture and automotive parts
Surface Finish:
Description: Cold rolled, annealed and skined steel of commercial quality, capable of moderate forming and pressing, with a surface finish suitable for exposed non-critical applications
The following information relates to NZ Steel’s Product Designation NZCC-SD
Electro galvanised phosphate coated highly worked steel sheet suitable for painting and exposed non-critical appications
0.80 1.00 1.20 1.60 2.00 2.50 3.00
2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219 2438 x 1219
0.050 0.050
Sulphur Phosphorus
• 270 34-39 •
Tensile (MPa) % Elongation HRB Hardness
SECC
SEHC
•
29-31
270
•
Specified - Minimum
Note: • not specified in the standard.
_
0.045
0.040
0.50
* Class designation of base metal in the relevant JIS standard: SEHC - SPHC SECC - SPCC
0.60
_
Maximum SPHC SPCC 0.15 0.12 Manganese
Silicon
Carbon
Element
Chemical Composition %
Proof stress/Yield point
Longitudinal tensile
Mechanical Properties
Hot rolled SEHC 1.6mm and above typically JIS G 3131 specified base metal
Cold rolled SECC 0.4-1.2mm typically JIS G 3141 specified base metal
0.60
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Domestic appliances, household furniture, vehicles and construction materials
Surface Finish:
Description: Cold rolled and Hot rolled electro galvanised phosphate coated steel sheet
Electro Galvanised: JIS G 3313 SECC/SEHC
COIL products
Cold Rolled: NZCC-SD or JIS G 3141 SPCC, AS 1595 CA2
Summarised below are New Zealand and International standards for our common stock items. This data is for comparison purposes only and should not be used in lieu of the actual specifications, which should always be consulted.
Coil
Coil
1.0
1.2
1.6
3.0
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
Dimensions and Properties Handbook •
HRB Hardness
Note: • not specified in the standard.
•
36 - 40
% Elongation
•
Proof stress/Yield point
Tensile (MPa)
Specified - Minimum
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.04
0.04
0.50
–
0.008
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.8
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: White-ware manufacturing
porcelain enamelling
Finish:
Naturally small spangle with a coating mass of 150 g/m2
0.75 0.95
2400 x 1200 2400 x 1200
0.03 0.04
Sulphur Phosphorus
300 340 20 •
Tensile (MPa) % Elongation* HRB Hardness Note: • not specified in the standard.
* Lo = 50mm
Specified - Minimum
Proof stress/Yield point
Note: For grade G300 nitrogenized steel may be used for sections greater than 1.00mm thick.
1.60
–
0.30
Maximum
Manganese
Silicon
Carbon
Element
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.55
Thickness
2400 x 1200
Size
Typical Dimensions
Applications: Roofing, cladding, rainwater goods, air conditioning, garage doors
Finish:
Surface
Description: Hot rolled and hot dipped alloy coated steel sheet with 45% zinc/55% aluminium
Decarburized oiled steel sheet for the process of
Description: Decarburized steel sheets
Surface
Zincalume: AS 1397 G 300 AZ150
Enamelling Quality: JIS G 3133 SPP
Coil
COIL products
35
36 0.035 0.03
Sulphur
Phosphorus
0.95
0.40
0.55
0.75
0.95
1.15
1.55
2.00
2.50
3.00
3.00
0.55
0.75
0.95
0.55
2400 x 900
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
2400 x 1200
3000 x 1200
3000 x 1500
Dimensions and Properties Handbook
3000 x 1500
3000 x 1500
3660 x 1200
250 320 25 •
Proof stress/Yield point
Tensile (MPa)
% Elongation*
HRB Hardness
Note: • not specified in the standard.
* Lo = 50mm
Specified - Minimum
Longitudinal tensile
Mechanical Properties
0.50
Manganese
0.75
–
2400 x 900
0.12
Silicon
0.55
Carbon
0.40
Maximum
Element
2400 x 900
Thickness
Chemical Composition %
2400 x 900
Size
Typical Dimensions
Applications: Roofing,cladding,drums and tubes, purlins, girts, air conditioning, culverts, sheet metal work, concrete forming work AS 1594/ HA 250
Relevant standard:
2.50
2438 x 1219
350 22* •
% Elongation HRB Hardness Note: • not specified in the standard.
* Lo = 50mm
250 Tensile (MPa)
HA250
Specified - Minimum
elements
0.01 (Note 2)
0.04 Micro-alloying
0.10
(Note 1)
Copper Titanium
(Note 1)
Nickel Aluminium
0.04 (Note 1)
Chromium
0.03
Sulphur Phosphorus
0.35 1.20
Manganese
0.20
Maximum Silicon
Carbon
Element
Chemical Composition %
Proof stress/Yield point
Longitudinal tensile
Mechanical Properties
2. Applies to Niobium and Vanadium only.
(d) Molybdenum: 0.05 percent maximum
(c) Chromium: 0.15 percent maximum
(b) Nickel: 0.15 percent maximum
(a) Copper: 0.15 percent maximum
1. The following elements may be present to the limits stated, subject to a maximum total content of 0.30 percent:
Note:
2.00
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Roofing, cladding, rainwater goods, purlins, girts, air conditioning, garage doors
Mill finished steel sheet suitable for forming and bending with good ductility and weldability
Surface Finish:
Description: Hot rolled,hot dipped zinc coated sheet
100% zinc coated with regular spangle and a typical coating mass of 275g/m2 equivalent to Z275. 400g/m2 and 600g/m2 coating weight mass also available
Description: Hot rolled steel sheet
The following information relates to AS/NZS 1397:1993
COIL products
Surface Finish:
Hot Rolled: AS 1594/HA250 (2.00 and 2.50mm)
Galvanised: AS/NZS 1397 G 250, JIS G 3302 SGCC/SGHC Z27
Coil
Hot dipped coated steel sheet with aluminium-silicon alloy containing 5-11% silicon to promote better coating adherence
0.8
1.0
1.2
1.6
2438 x 1219
2438 x 1219
2438 x 1219
2438 x 1219
Dimensions and Properties Handbook • • • •
Tensile (MPa)
% Elongation
HRB Hardness
Note: • not specified in the standard.
Specified - Minimum
Proof stress/Yield point
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.35
0.04
0.60
–
0.15
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.6
Thickness
2438 x 1219
Size
Typical Dimensions
Applications: Roofing and cladding
Surface Finish:
Description: Aluminium coated steel sheet
Aluminised: ASTM A463 CQ T1-40 Chromated and Oiled
Coil
COIL products
37
38
Sheet
inches
inches
Dimensions and Properties Handbook
0.380
0.340
0.300
0.284
0.259
0.238
0.220
0.203
0.180
0.165
0.148
0.134
0.1250
0.1113
0.0991
0.0882
0.0785
0.0699
0.0625
0.0556
2/0
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1.412
1.588
1.775
1.994
2.240
2.517
0.058
0.065
0.072
0.083
0.095
0.109
0.120
0.425
3/0
2.827
0.454
4/0
1.473
1.651
1.829
2.108
2.413
2.769
3.048
3.404
3.759
4.191
4.572
5.156
5.588
6.045
6.579
7.214
7.620
8.636
9.652
10.795
0.056
0.064
0.072
0.080
0.092
0.104
0.116
0.128
0.144
0.160
0.176
0.192
0.212
0.232
0.252
0.276
0.300
0.324
0.348
0.372
0.400
0.432
11.532
0.464
0.5
5/0
12.700
mm
1.422
1.626
1.829
2.032
2.337
2.642
2.946
3.251
3.658
4.064
4.470
4.877
5.385
5.893
6.401
7.010
7.620
8.230
8.839
9.449
10.160
10.973
11.786
12.700
mm
Imperial Standard Gauge
Wire
6/0
3.175
mm
Birmingham Gauge 0.5
inches
Birmingham Gauge
Sheet
0.0139 0.0123
30
0.0156
0.0175
0.0196
0.0220
0.0248
0.0278
0.0313
0.0349
0.0392
0.0440
0.0495
inches
0.312
0.353
0.397
0.443
0.498
0.560
0.629
0.707
0.794
0.886
0.996
1.118
1.257
mm
Birmingham Gauge
29
28
27
26
25
24
23
22
21
20
19
18
Gauge Number
0.0120
0.0131
0.014
0.016
0.018
0.020
0.022
0.025
0.030
0.032
0.035
0.042
0.049
inches
0.305
0.333
0.356
0.406
0.457
0.508
0.559
0.635
0.762
0.813
0.889
1.067
1.245
mm
Birmingham Gauge
0.0124
0.0136
0.0148
0.0164
0.018
0.020
0.022
0.024
0.028
0.032
0.036
0.040
0.048
inches
0.315
0.345
0.376
0.417
0.457
0.508
0.559
0.610
0.711
0.813
0.914
1.016
1.219
mm
Imperial Standard Gauge
Wire
COIL products
7/0
Gauge Number
Wire and Sheet Metal Gauges
Coil
0.49
Seismic 500E QT®
0.22
0.22 0.05
0.05
0.05
Sulphur & Phos. % max.
Dimensions and Properties Handbook
D10 D12 D16 D20 D25 D28 D32 D40
Deformed
6 10 12 16 20 25 28 32 40
Seismic 500E MA®
500-600
500-600
300-380
Yield Strength MPa* min.
28.3 78.5 113.0 201.0 314.0 491.0 616.0 804.0 1260.0
Area mm2
1.15
1.15
1.15
0.222 0.617 0.888 1.578 2.466 3.85 4.834 6.313 9.865
Mass kg/m
1.40 10 (uniform)
1.40 10 (uniform)
Seismic 500E QT®
18.8 31.4 37.7 50.3 62.8 78.5 88.0 101.0 126.0
min.
Elongation %*
1.50 15 (uniform)
Tensile Strength Ratio* min. max.
Perimeter mm
Normal Dimensions
Diameter mm
Identifying the bar on site
R6 R10 R12 R16 R20 R25
Plain
Bar Designation
Dimensional Requirement Table
* Characteristic values
0.49
Seismic 500E MA®
0.22
max.
max.
0.43
Carbon %
Carbon Equiv.
300
Steel Grade
Chemical & Mechanical Properties
Not recommended Not advised – loss of strength disproportional to loss of area Yes – long term quality assured
Yes – following correct procedure Yes – loss of strength proportional to loss of cross-sectional area THREADING
CERTIFIED Yes- long term quality TO assured AS/NZS 4671
Not recommended
Seismic 500E QT®
WELDING
REBENDING
Yes – with preheating and following correct procedure
Seismic 500E MA®
Handling Characteristics
2) Seismic 500E QT® – This bar is manufactured by a Quench and Tempered process. This means that the bar gets its strength from the heat treatment. Any changes to the bar through welding or heating will compromise the strength of the bar. A quench and tempered bar can be recognised by its deformations and the words Seismic 500E QT.
1) Seismic 500E MA® – This is a bar that is manufactured by the microalloy process where an additive called vanadium is added to the bar to give it its strength and ductility. By following the correct procedure a microalloy bar can be rebent, welded, threaded or galvanised without changing the mechanical properties of the bar. The bar itself can be recognised by its deformations and the words Seismic 500E MA .
Manufacturing process
Pacific Steel, New Zealand’s only producer of hot rolled Reinforcing Steel has a reinforcing bar range which complies with the standard AS/NZS 4671: 2001 Steel Reinforcing Material. There are two grades of steel reinforcing bars designated as Seismic 300® and Seismic 500®. Pacific Steel manufactures a Seismic 500E® bar through two different manufacturing methods.
Reinforcing
RB
REINFORCING BAR
39
40
b
t
0.774
0.779
0.561
0.574
0.579
0.583
0.431
0.436
0.461
0.474
0.479
0.483
6.0 RHS 35.6
5.0 RHS 29.9
200 x 100 x 9.0 RHS 37.7
6.0 RHS 26.2
5.0 RHS 22.1
4.0 RHS 17.9
152 x 76 x 6.0 RHS 19.4
5.0 RHS 16.5
150 x 100 x 9.0 RHS 30.6
6.0 RHS 21.4
5.0 RHS 18.2
Dimensions and Properties Handbook
4.0 RHS 14.8
32.7
26.3
22.1
15.1
26.4
22.2
32.5
26.2
22.0
14.9
26.0
21.8
14.7
m2/t
per t
23.0
18.0
14.7
9.11
13.2
10.7
23.0
18.0
14.7
9.11
28.0
23.0
14.7
t
b-2t
35.5
28.0
23.0
14.7
28.5
23.4
48.0
38.0
31.3
20.2
48.0
39.7
25.8
t
1880
2310
2730
3900
2100
2480
2280
2810
3330
4800
3810
4530
6600
mm2
Ag
Gross Section d-2t Area Zx
Sx
About x-axis rx
5.87
7.07
147
179
210
293
317
374
533
145
78.2
55.3
54.7
52.9
53.7
53.0
72.1
71.5
70.8
68.9
92.6
92.0
90.2
Sy
3.15
3.79
4.36
5.77
2.06
2.35
4.07
4.92
5.69
7.64
15.0
17.5
24.3
130
180
224
264
375
140
62.0
71.9
91.0
63.0
75.7
71.8
87.3
87.3 102
115
54.0
61.7
81.5
98.3 111
114
153
199
233
324
106mm4 103mm3 103mm3
Zy
About y-axis
5.18
40.9
40.4
40.0
6.64 105
8.12 127
9.51 147
197
94.9
6.03 109 38.5 13.2
31.3
30.8
172
200
272
337
395
554
9.89 142
41.8 12.1
41.3 14.2
39.9 19.9
62.6 33.0
62.2 39.0
42.3
C
106mm4 103mm3
J
60.7 56.0
mm
ry
17.4
17.4
10.8
21.3
17.4
10.8
15.7
12.7
0.971 27.2
1.00
1.00
1.00
1.00
1.00
0.801 27.2
0.925 21.3
1.00
1.00
0.814 33.1
0.907 27.2
1.00
kf
C
C
C
C
C
C
C
C
C
C
N
C
C
94.6
115
134
185
100
117
147
179
210
293
300
374
533
About x-axis lex CompactZ ness(3) ex (C,N,S) 103mm3
42.0
33.1
27.2
17.4
33.7
27.7
56.8
45.0
37.1
23.9
56.8
46.9
30.5
S
N
C
C
N
C
S
S
N
C
S
S
N
60.9
83.6
102
140
59.0
71.9
63.1
90.1
119
180
156
208
373
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
y
x
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
94.6 55.9
94.3 115
134
185
79.5 100
91.4 117
119
144
167
228
262
307
430
8.17 109
10.9
6.06
6.97
11.9
14.4
16.7
22.8
32.7
38.4
53.7
Iy
Properties
106mm4 103mm3 103mm3 mm
Ix
F These items are not commonly stocked but are available on request.
F
F
F
m2/m
0.761
kg/m
per m
External Surface Area
F 250 x 150 x 9.0 RHS 51.8
mm mm mm
d
Mass per metre
Dimensions and Ratios
x
RECTANGULAR HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections
y
RHS
0.379
0.383
4.0 RHS 11.6
Dimensions and Properties Handbook
0.383
4.0 RHS 11.6
43.5
32.9
26.6
22.4
37.6
26.7
22.5
64.7
52.0
43.5
23.0
16.8
13.0
10.5
12.6
8.20
6.50
23.0
18.0
14.7
10.5
8.00
6.33
t
b-2t
39.7
29.3
23.0
18.8
34.3
23.4
19.2
73.0
58.0
48.0
35.5
28.0
23.0
t
Ix
Zx
Sx
About x-axis rx
1140
1480
1810
2130
1155
1594
1868
774
959
1140
1480
1810
2130
2.43
3.05
3.64
4.16
2.20
2.89
3.28
2.08
2.54
2.99
3.74
4.44
5.06
38.9
48.9
58.3
66.6
34.7
45.6
51.6
27.7
33.9
39.8
49.8
59.2
67.5
Sy
1.11
1.39
1.65
1.87
0.526
0.679
0.761
0.372
0.452
0.526
0.653
0.765
0.860
29.5
37.0
43.9
50.0
20.6
26.6
29.8
14.9
18.1
21.1
26.1
30.6
34.4
33.3
42.4
51.1
59.1
23.4
31.3
35.8
16.3
19.9
23.5
29.8
35.7
40.9
106mm4 103mm3 103mm3
Zy
About y-axis
31.1
30.6
30.1
29.6
21.3
20.6
20.2
21.9
21.7
21.5
21.0
20.5
20.1
mm
ry
y
C
2.43
3.16
3.83
4.44
1.44
1.93
2.20
1.04
1.28
1.50
1.93
2.30
2.63
49.5
63.0
75.3
86.2
37.2
48.6
54.9
26.9
32.8
38.3
48.2
56.8
64.3
106mm4 103mm3
J
9.47
7.49
11.0
8.72
19.8
15.4
12.4
0.908 27.2
1.00
1.00
1.00
0.905 16.9
1.00
1.00
0.595 27.2
0.685 21.3
0.776 17.4
0.963 12.4
1.00
1.00
kf
C
C
C
C
C
C
C
C
C
C
C
C
C
47.3
60.3
72.7
84.2
44.6
59.9
68.9
34.3
43.5
51.4
65.4
78.9
91.2
About x-axis lex CompactZ ness(3) ex (C,N,S) 103mm3
46.9
34.6
27.2
22.3
46.0
31.4
25.7
86.4
68.6
56.8
42.0
33.1
27.2
S
N
C
C
S
N
C
S
S
S
S
N
C
26.3
39.9
51.1
59.1
18.5
30.6
35.8
8.32
11.9
16.0
25.1
34.1
40.9
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
Properties for Design to AS 4100
x
Torsion Torsion Form Constant Modulus Factor
x
y
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
47.3 46.1
60.3 45.4
72.7 44.8
84.2 44.2
44.6 43.7
59.9 42.6
68.9 41.9
35.3 51.8
43.5 51.5
51.4 51.2
65.4 50.2
78.9 49.5
91.2 48.7
Iy
Properties
mm2 106mm4 103mm3 103mm3 mm
Ag
Gross Section d-2t Area
F These items are not commonly stocked but are available on request.
8.96 0.390
0.379
5.0 RHS 14.2
3.0 RHS
0.374
F 125 x 75 x 6.0 RHS 16.7
9.07 0.341
0.335
3.5 RHS
5.0 RHS 12.5
6.07 0.393
2.0 RHS
0.330
7.53 0.391
2.5 RHS
127 x 51 x 6.0 RHS 14.7
8.96 0.390
3.0 RHS
32.9
26.6
22.4
m2/t
5.0 RHS 14.2
mm mm mm
m2/m
per t
per m
0.374
t
External Surface Area
kg/m
b
Mass per metre
Dimensions and Ratios
150 x 50 x 6.0 RHS 16.7
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections - continued
RHS
RECTANGULAR HOLLOW SECTIONS
41
42
b
t
Zx
Sx
rx
Zy
Sy
C
43.9 29.8 27.7 24.4 20.6 15.0 21.1
C N C C C N C
24.7 36.4 17.4 21.3 27.2 37.1 12.4
53.7 39.9 45.3 39.8 33.4 26.7 28.1
C C C C C C C
17.7 26.4 7.49 9.47 12.4 17.4 7.49
1.00 1.00 1.00 1.00 1.00 1.00 1.00
61.2 46.1 40.9 36.5 31.2 25.0 29.3
2.14 1.53 1.35 1.13 0.886 1.01
30.5 19.2 19.7 20.2 20.7 18.5
32.6 27.7 24.4 20.6 16.4 21.1
28.2 22.7 20.4 17.6 14.4 16.9
38.2 1.07 33.4 0.567 34.1 0.511 34.8 0.441 35.6 0.361 25.5 0.421
39.9 45.3 39.8 33.4 26.7 28.1
33.0 34.2 30.6 26.1 21.3 21.3
1155 1.68 1530 1.71 1310 1.53 1080 1.31 841 1.06 1230 0.800
27.1
6.33 14.7 8.00 18.0 23.0 31.3
19.7
10.5 14.7 6.33 10.5
0.341 37.6
0.274 22.8
0.279 27.0
0.283 33.3
0.290 43.9
0.224 23.2
9.07
8.49
6.60
9.67
4.0 RHS
3.0 RHS
v
s 100 x 50 x 6.0 RHS 12.0
5.0 RHS 10.3
v
s
s
s
Dimensions and Properties Handbook
16.0 12.9
C C
19.8 27.2
21.1 17.1
C C 17.4
1.00 1.00
22.7 18.4
0.754 0.593
19.5 20.0
16.0 12.9
13.4 11.1
26.7 0.335 27.5 0.278
21.1 17.1
16.8 13.9
881 0.630 691 0.522
16.8 23.0
14.7
0.233 33.7
0.240 44.2
6.92
5.42
4.0 RHS
3.0 RHS
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
v Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa ( fu = 450 MPa), a minimum tensile strength of 500 MPa ( fy = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0. s Available Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
18.8 C 15.4 24.9 C 9.47 12.4
1.00 26.4 0.891 19.0 18.8 15.4
26.1 0.384
24.9
19.4
1060 0.726
8.00 13.0 10.5
0.229 27.4
8.35
s 75 x 50 x 6.0 RHS 5.0 RHS s
3.5 RHS
50.5 C 20.1 61.9 C 14.3 1.00 69.8
2.91
29.7
43.9
37.0
37.3 1.41
53.7
43.5
1594 2.22
18.4
13.2
0.335 26.7
5.0 RHS 12.5
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
3.38
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
29.2
kf
50.5
106mm4 103mm3
J
42.0
mm
ry
36.7 1.59
106mm4 103mm3 103mm3
Iy
Torsion Torsion Form Constant Modu- Factor lus
61.9
106mm4 103mm3 103mm3 mm
Ix
About y-axis
49.4
mm2
Ag
About x-axis
1868 2.52
t
Gross Section d-2t Area
15.0
m2/t
m2/m
t
b-2t
10.7
per t
per m
External Surface Area
0.330 22.5
kg/m
Mass per metre
y
Properties for Design to AS 4100
x
v 102 x 76 x 6.0 RHS 14.7
mm mm mm
d
Designation
Properties
x
RECTANGULAR HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections
y
RHS
6.24 6.70 8.58 7.11 6.13 3.56 3.12 2.62
N C C C C C C
30.86 37.57 16.9 23.3 28.4 17.4 21.3 27.2
14.94 12.79 13.3 11.0 9.45 5.86 5.11 4.26
C C C C C C C C
15.21 18.78 7.99 11.4 14.2 7.49 9.47 12.4
1.00 1.00 1.00 1.00
14.3 12.4 12.5 10.4
9.10 1.00 5.18 1.00 4.60 1.00 3.92 1.00
0.344 0.320 0.259 0.223
8.58 13.4 7.11 14.0 6.13 14.2
9.69 0.0964 9.91 0.0843 0.0706
8.25 16.4
3.56 3.12
2.62 10.1
7.18 7.03 6.04 5.29 2.93 2.62 2.25
10.23 12.79 26.8 0.14 22.0 0.123 22.8 0.106
13.3
8.65 11.0 9.45 23.1 0.0926 5.86 16.9 0.0367 5.11 17.2 0.0328 4.26 17.5 0.0281
10.1 7.52 4.47 3.95 3.35
534 0.38 681 0.328 541 0.281 459 0.244 391 0.112 334 0.0989 274 0.0838
0.221 52.83 14.00 28.0 6.75 14.3 9.67 19.7 24.0
6.33 14.7 8.00 18.0 23.0
12.0
0.183 34.2
0.190 44.7
0.191 53.1
0.140 45.5
0.141 54.0
0.143 66.6
4.19
5.35
4.25
3.60
3.07
2.62
2.15
2.5 RHS
s 65 x 35 x 4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
s
s
s 50 x 25 x 3.0 RHS
2.5 RHS
s
s
s
Dimensions and Properties Handbook
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
v Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa ( fy = 450 MPa), a minimum tensile strength of 500 MPa ( fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0. s Available Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
10.5
11.84 C N
22.47 18.37 C 10.73 1.00
17.4
0.402
9.62 16.2
8.25
11.83 14.94 26.5 0.17
631 0.44
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
0.220 44.37 11.33 23.0
kf
4.95
C
106mm4 103mm3
J
3.0 RHS
mm
ry
s
Sy
0.504
Zy
About y-axis 106mm4 103mm3 103mm3
Iy
9.78 11.84 15.6
rx
14.06 18.37 25.7 0.20
Sx
106mm4 103mm3 103mm3 mm
Zx
About x-axis
801 0.53
mm2
Ix
8.00 16.8
m2/t
Ag
m2/m
t
Properties for Design to AS 4100 Torsion Torsion Form Constant Modu- Factor lus
0.213 33.85
t
b-2t
Properties
6.29
per t
per m
Gross Section d-2t Area
kg/m
t
External Surface Area
y
x
mm mm mm
b
Mass per metre
Dimension and Ratios
x
y
s 75 x 40 x 4.0 RHS
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Rectangular Hollow Sections - continued
RHS
RECTANGULAR HOLLOW SECTIONS
43
44
t
0.390 43.5 14.7
0.391 52.0 18.0
0.393 64.7 23.0
0.374 22.4 10.5
0.379 26.6 13.0
0.383 32.9 16.8
3.0 RHS 8.96
2.5 RHS 7.53
2.0 RHS 6.07
F 125 x 75 x 6.0 RHS 16.7
5.0 RHS 14.2
4.0 RHS 11.6
Dimensions and Properties Handbook
8.96 0.390 43.5 23.0
7.53 0.391 52.0 28.0
6.07 0.393 64.7 35.5
3.0 RHS
2.5 RHS
2.0 RHS
774
2.08
2.54
60.5
48.0 774
959 1.69
2.07
39.7 1140 2.43
29.3 1480 3.05
23.0 1810 3.64
18.8 2130 4.16
73.0
959
48.0 1140 2.99
35.5 1480 3.74 58.0
Zx
Sx
27.0
33.0
38.9
48.9
58.3
66.6
27.7
33.9
39.8
49.8
59.2
67.5
32.5
40.0
47.3
60.3
72.7
84.2
35.3
43.5
51.4
65.4
78.9
91.2
106mm4 103mm3 103mm3
Ix
About x-axis
46.7
46.4
46.1
45.4
44.8
44.2
51.8
51.5
51.2
50.2
49.5
48.7
mm
rx
Zy
Sy
29.5
37.0
43.9
50.0
0.771 20.6
0.942 25.1
1.11
1.39
1.65
1.87
0.372 14.9
0.452 18.1
0.526 21.1
0.653 26.1
0.765 30.6
0.860 34.4
22.9
28.2
33.3
42.4
51.1
59.1
16.3
19.9
23.5
29.8
35.7
40.9
106mm4 103mm3 103mm3
Iy
About y-axis
31.6
31.4
31.1
30.6
30.1
29.6
21.9
21.7
21.5
21.0
20.5
20.1
mm
ry
y
C
1.67
2.05
2.43
3.16
3.83
4.44
1.04
1.28
1.50
1.93
2.30
2.63
10.7
8.50
22.5
17.4
14.1
0.624 47.6
0.763 37.6
0.845 30.9
1.00
1.00
1.00
0.553 30.9
0.633 24.1
0.713 19.7
S
N
N
C
C
C
N
C
C
C
C
C
24.8
34.7
46.5
60.3
72.7
84.2
31.6
43.5
51.4
65.4
78.9
91.2
About x-axis lex CompactZ ness(3) ex (C,N,S)103mm3
0.877 14.1
1.00
1.00
kf
81.2
64.4
53.2
39.2
30.9
25.3
97.9
77.8
64.4
47.6
37.6
30.9
S
S
S
N
N
C
S
S
S
S
N
N
13.0
18.2
24.2
37.4
50.5
59.1
7.64
10.9
14.5
22.7
31.8
40.4
About y-axis ley CompactZ ness(3) ey (C,N,S) 103mm3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
34.4
42.1
49.5
63.0
75.3
86.2
26.9
32.8
38.3
48.2
56.8
64.3
106mm4 103mm3
J
x
Properties for Design to AS 4100 Torsion Torsion Form Constant Modu- Factor lus
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
0.383 32.9 10.5
mm2
Ag
Gross Section Area
8.00 28.0 1810 4.44
4.0 RHS 11.6
t
d-2t
6.33 23.0 2130 5.06
0.379 26.6
m2/t
m2/m
t
b-2t
5.0 RHS 14.2
per t
per m
External Surface Area
0.374 22.4
kg/m
Mass per metre
150 x 50 x 6.0 RHS 16.7
F
b
mm mm mm
d
Designation
Properties
x
RECTANGULAR HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections
y
DuraGal® RHS
t t mm2
Ag
Gross Section d-2t Area
7.53 0.285 37.9 12.3
6.60 0.290 43.9 14.7
5.56 0.291 52.4 18.0
4.50 0.293 65.1 23.0
3.64 0.295 81.0 29.3
3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
60.5
48.0
38.0
31.3
26.6
463
574
709
841
959 21.3
23.6
26.1
30.6
34.2
0.613 12.3
0.750 15.0
0.912 18.2
1.06
1.18
23.0 1080 1.31
8.00 18.0 1310 1.53
3.5 RHS
Zx
Sx
About x-axis
15.0
18.5
22.7
26.7
29.9
33.4
39.8
45.3
106mm4 103mm3 103mm3
Ix
6.33 14.7 1530 1.71
8.49 0.283 33.3 10.5
0.279 27.0
t
b-2t
4.0 RHS
0.274 22.8
m2/t
m2/m
5.0 RHS 10.3
per t
per m
External Surface Area
100 x 50 x 6.0 RHS 12.0
kg/m
Mass per metre
36.4
36.2
35.9
35.6
35.1
34.8
34.1
33.4
mm
rx
Zy
Sy
About y-axis
0.211
8.43
0.257 10.3
0.311 12.4
0.361 14.4
0.400 16.0
0.441 17.6
0.511 20.4
0.567 22.7
21.2
20.9
20.7
20.4
20.2
19.7
19.2
mm
ry
9.33 21.3
11.5
14.0
16.4
18.5
20.6
24.4
27.7
106mm4 103mm3 103mm3
Iy
Properties
x
C
28.2
31.2
36.5
40.9
0.501 14.5
0.616 17.7
0.754 21.5
0.886 25.0
1.01
1.13
1.35
1.53
106mm4 103mm3
J
x
8.50
16.5
14.1
10.7
Dimensions and Properties Handbook
N
N
C
C
C
C
C
C
12.5
18.2
22.7
26.7
29.9
33.4
39.8
45.3
81.2
64.4
51.0
42.0
35.6
30.9
24.1
19.7
S
S
S
S
N
N
C
C
5.19
7.33
10.4
13.9
17.1
20.3
24.4
27.7
About y-axis ley CompactZ ness(3) ey (C,N,S) 103mm3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
0.661 39.2
0.746 30.9
0.856 24.1
0.967 19.7
1.00
1.00
1.00
1.00
kf
About x-axis lex CompactZ ness(3) ex (C,N,S)103mm3
Properties for Design to AS 4100
y
y
Torsion Torsion Form Constant Modu- Factor lus
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
b
mm mm mm
d
Designation
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections - continued
DuraGal® RHS RECTANGULAR HOLLOW SECTIONS
45
46
b-2t
t
per t
m2/t
per m
kg/m m2/m
mm mm mm
Zx
Sx
About x-axis Zy
Sy
About y-axis C
16.0 12.8 9.95 7.07 5.01
C N N S S
22.5 30.9 37.6 47.6
21.1 17.1 14.6 11.8
8.26 60.2
C C C N N
14.1 19.7 24.1
1.00 1.00 1.00
0.904 30.9 0.799 39.2
22.7 18.4 15.9 13.1 10.8
0.754 0.593 0.505 0.414 0.337
19.5 20.0 20.3
16.0 12.9
7.40 20.7
11.1 9.60 11.0
9.06 20.5
13.4
7.96 6.56
0.335 0.278 0.240 0.199 0.164
26.7 27.5 27.7 28.0
21.1 17.1 14.6
13.9 12.0 9.91 12.0 9.75 28.2
16.8
8.14 7.60 10.1
881 0.630 691 0.522 584 0.450 474 0.372 383 0.305
16.8 23.0 28.0 35.5 44.9
10.5
14.7
18.0
23.0
29.3
4.0 RHS 6.92 0.233 33.7
3.0 RHS 5.42 0.240 44.2
2.5 RHS 4.58 0.241 52.7 2.0 RHS 3.72 0.243 65.4
Dimensions and Properties Handbook
4.05 2.88 2.02
N S S
37.6 10.1
8.31 47.6 6.81 60.2
C C C
10.7 1.00
0.878 14.1 0.746 18.3
7.14 6.04 5.05
0.144 0.120 0.0993
4.53 10.3 3.77 10.5 3.11 10.7
3.89 3.31 2.78
0.0487 0.0414 0.0347
24.9
8.31 25.3 6.81 25.5
6.36 5.26
459 0.285 374 0.238 303 0.197
8.00 28.0 35.5 44.9
10.5
13.6
75 x 25 x 2.5 RHS 3.60 0.191 53.1
2.0 RHS 2.93 0.193 65.8
1.6 RHS 2.38 0.195 81.7
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
1.6 RHS 3.01 0.245 81.3
18.8 C 17.4 24.9 C 1.00 26.4
0.891
19.0
18.8
15.4
0.384
26.1
24.9
19.4
1060 0.726
8.00 13.0
5.0 RHS 8.35 0.229 27.4
F
21.1 C 14.1 28.1 C 8.50 10.7
1.00
29.3
1.01
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
18.5
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
21.1
kf
16.9
106mm4 103mm3
J
0.421
mm
ry
25.5
106mm4 103mm3 103mm3
Iy
28.1
mm
rx
21.3
106mm4 103mm3 103mm3
Ix
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
1230 0.800
mm2
Ag
Properties
6.33 10.5
t
Gross Section d-2t Area
y
x
F 75 x 50 x 6.0 RHS 9.67 0.224 23.2
b
t
d
Mass External per Surface Area metre
Dimension and Ratios
x
RECTANGULAR HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections
y
DuraGal® RHS
b-2t
t
per t
m2/t
kg/m m2/m
mm mm mm
Zx
Sx
About x-axis Zy
Sy
About y-axis C
Dimensions and Properties Handbook
7.11 5.95 4.37 3.56 3.12 2.58 1.92 2.63 2.32 1.93 1.44
C N S C C N N C C N N
26.4 11.0
9.45 32.2 7.80 40.9 5.86 19.7 5.11 24.1 4.26 30.9 3.53 39.2 5.16 19.7 4.51 24.1 3.78 30.9 3.14 39.2
C C C C C C C C C C C
16.1
10.7 14.1 18.3 6.26 8.05 10.7 14.1
1.00
0.985 20.8 8.50
1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
10.4 9.10 7.62 5.18 4.60 3.92 3.29 3.88 3.49 3.00 2.55
0.223 0.184
9.91 0.0843 0.0585
5.07 14.4 9.69 0.0964 0.0706
6.13 14.2
2.17 10.3
7.89 0.0550 8.11 0.0466 8.29 0.0389
3.12 2.62 10.1
7.67 0.0620
3.56
2.63 2.32 1.96 1.63
5.29 4.44 2.93 2.62 2.25 1.90 2.12 1.92 1.67 1.42
0.0926 0.0778 0.0367 0.0328 0.0281 0.0237 0.0212 0.0192 0.0167 0.0142
9.45 23.1 7.80 23.4 5.86 16.9 5.11 17.2 4.26 17.5 3.53 17.7 5.16 16.2 4.51 16.6 3.78 16.9 3.14 17.1
7.52 6.28 4.47 3.95 3.35 2.81 3.81 3.39 2.89 2.43
459 0.244 374 0.204 391 0.112 334 0.0989 274 0.0838 223 0.0702 361 0.0951 309 0.0848 254 0.0723 207 0.0608
24.0 30.5
8.00 18.0 29.3
10.5
13.6
4.67 14.7
6.00 18.0
8.00 23.0 29.3
15.5
6.33 14.7 23.0
12.0
2.5 RHS 3.60 0.191 53.1
2.0 RHS 2.93 0.193 65.8
50 x 25 x 3.0 RHS 3.07 0.140 45.5
2.5 RHS 2.62 0.141 54.0
2.0 RHS 2.15 0.143 66.6
1.6 RHS 1.75 0.145 82.5
50 x 20 x 3.0 RHS 2.83 0.130 45.8
2.5 RHS 2.42 0.131 54.2
2.0 RHS 1.99 0.133 66.8
1.6 RHS 1.63 0.135 82.7
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
10.5
8.58 C 19.1 13.3 C 9.06 13.0
1.00
12.5
0.259
7.11 14.0
6.04
0.106
22.8
8.65 11.0
541 0.281
9.67 19.7
3.0 RHS 4.25 0.190 44.7
About y-axis ley CompactZey ness(3) (C,N,S) 103mm3
0.320
About x-axis lex CompactZex ness(3) (C,N,S) 103mm3
8.58 13.4
kf
7.03
106mm4 103mm3
J
0.123
mm
ry
22.0
106mm4 103mm3 103mm3
Iy
13.3
mm
rx
10.1
106mm4 103mm3 103mm3
Ix
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
681 0.328
mm2
Ag
Properties
y
x
6.75 14.3
t
Gross Section d-2t Area
x
y
65 x 35 x 4.0 RHS 5.35 0.183 34.2
b
per m
d
t
Dimensions and Ratios
Mass External per Surface Area metre
Designation
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Rectangular Hollow Sections - continued
DuraGal® RHS RECTANGULAR HOLLOW SECTIONS
47
48
b
t
kg/m
Mass per metre
16.8 30.5
0.131 54.2
0.135 82.7
204
9.79 189
4.33 298
30.5 13.2
0.145 82.5
276
6.42 322
16.8
47.7 13.2
0.141 54.0
0.195 81.7
2
mm
Af
6.42 442
27.3
t 4
10 mm
0.0561
0.0824
0.0647
0.0960
0.181
0.276
6
Ix 3
2.25
3.30
2.59
3.84
4.83
7.37
2.88
4.37
3.23
4.94
6.23
9.72
3
Sx 3
10 mm 10 mm 3
Zx
About x-axis
17.2
16.6
17.8
17.3
25.6
25.0
mm
rx 4
0.0132
0.0188
0.0219
0.0319
0.0320
1.32
1.88
1.75
2.55
2.56
3.78
3
Zy 3
1.50
2.25
2.00
3.02
2.85
4.38
3
Sy
About y-axis 3
10 mm 10 mm 10 mm
0.0473
6
Iy
Full Section Properties
4
0.0911 4.65
6.93
3
C
0.0537 3.04 8.35 0.0359 2.36
7.93 0.0534 3.40
10.4
3
10 mm 10 mm
0.139
6
J
9.95 0.0817 4.47
10.8
10.3
mm
ry
y
x
2
4
10 mm
3
4.83
7.37
10 mm 3
Zex
0.0561 2.25
0.0824 3.30
0.0647 2.59
0.0960 3.84
0.181
0.276
6
4
10 mm
0.0132
0.0188
0.0219
0.0319
0.0251
0.0473
6
Iey
About x- and y- axis
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Mass per metre” and External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than the respective thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS4600. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
189
298
204
322
227
442
mm
Ae
Iex
Zey
1.32
1.88
1.75
2.55
2.01
3.78
103mm3
Effective Section Properties Torsion Torsion Effective Constant Modulus Section Area
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F 50 x 20 x 2.5 RHS 2.42 1.6 RHS 1.63
F 50 x 25 x 2.5 RHS 2.62 1.6 RHS 1.75
m /t
m /m
2
t
b-2r
Full Section d-2r Area
0.191 53.1
2
per t
per m
External Surface Area
Dimension and Ratios
F 75 x 25 x 2.5 RHS 3.60 1.6 RHS 2.38 F
mm mm mm
d
Designation
x
RECTANGULAR HOLLOW SECTIONS
Dimensions and Properties Grade C350L0 (Tubeline 350L0 - Type 1)
Galtube Plus Rectangular Hollow Sections
y
Galtube Plus
Dimensions and Properties Handbook
Dimensions and Properties Handbook
294 223 248 178 144 165 120 103 78.9
N S C C N C C C N
37.1 45.0 17.4 27.2 33.1 14.1 22.3 27.2 34.6
1.00 0.890 1.00 1.00 1.00 1.00 1.00 1.00 1.00
425 362 316 229 197 208 154 133 110
44.8 37.8 26.1 18.4 15.6 14.5 10.4 8.87 7.25
78.6 79.1 56.6 58.2 58.7 46.4 48.0 48.5 49.0
327 277 248 178 151 165 120 103 84.5
207 175 159 113 96.1 106 76.5 65.4 53.6
280 239 205 150 129 134 101 87.1 72.3
28.0 23.9 15.4 11.3 9.70 8.38 6.29 5.44 4.52
4530 3810 4800 3330 2810 3900 2730 2310 1880
31.3 38.0 14.7 23.0 28.0 11.9 18.8 23.0 29.3
21.8 26.0 14.9 22.0 26.2 15.1 22.1 26.3 32.7
0.774
0.779
0.561
0.574
0.579
0.461
0.474
0.479
0.483
35.6
29.9
37.7
26.2
22.1
30.6
21.4
18.2
14.8
6.0 SHS
5.0 SHS
150 x 150 x 9.0 SHS
6.0 SHS
5.0 SHS
125 x 125 x 9.0 SHS
6.0 SHS
5.0 SHS
4.0 SHS
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
409 465 C 23.9 1.00 599
64.5
77.1
465
297
392
39.2
6600
20.2
14.7
0.761
51.8
200 x 200 x 9.0 SHS
744 S
N 46.9
30.5 0.853
1.00
681
972
88.7
129
99.0
97.5
103mm3
521
750
(C,N,S)
Compactness(3) Ze
About x- and y-axis
330
477
le
450
639
103mm3
kf
56.2
79.8
106mm4
C
5730
8400
mm
J
39.7
25.8
103mm3
rx
21.7
14.6
103mm3
Sx
Properties for Design to AS 4100
0.974
103mm3
Zn
About x-, y- and n-axis Zx
Form Factor
45.0
106mm4
Ix
Torsion Modulus
y
x
65.9
mm2
Ag
Torsion Constant
n
n
6.0 SHS
0.961
t
(b-2t)
Gross Section Area
Properties
x
y
250 x 250 x 9.0 SHS
m2/t
m2/m
mm mm mm
kg/m
per t
External Surface Area
per m
b
Mass per metre
t
d
Designation
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections
shs
Square HOLLOW SECTIONS
49
50
b
t
Dimensions and Properties Handbook
56.6 49.1 36.5 38.4 33.6 28.2 22.5 18.3
C C C C C C N
18.7 27.7 12.4 15.4 19.8 27.2 33.1
1.00 1.00 1.00 1.00 1.00 1.00 1.00
62.7 47.1 48.2 42.6 36.1 28.7 24.6
3.05 2.24 2.04 1.77 1.48 1.15 0.971
33.7 34.5 27.5 28.0 28.6 29.2 29.4
49.1 36.5 38.4 33.6 28.2 22.5 19.1
31.4 23.2 24.7 21.6 18.0 14.2 12.0
40.7 30.9 30.9 27.5 23.5 19.1 16.4
1.81 1.37 1.16 1.03 0.882 0.716 0.614
1590 1150 1530 1310 1080 841 709
15.8 23.4 10.5 13.0 16.8 23.0 28.0
26.7 37.6 22.8 27.0 33.3 43.9 52.4
0.334
0.341
0.274
0.279
0.283
0.290
0.291
12.5
9.06
12.0
10.3
8.49
6.60
5.56
5.0 SHS
3.5 SHS
75 x 75 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
s
s
s
s
s
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
37.1 C 15.2 1.00 71.6 3.54 33.2
56.6
36.3
46.2
2.06
1870
12.8
22.5
0.330
14.6
89 x 89 x 6.0 SHS
s
52.6 N 37.1 1.00 53.2 2.79
39.4
41.2
26.0
35.4
1.77
1140
31.3
43.5
0.390
8.96
3.0 SHS
s
63.5 C 27.2 1.00 68.0 3.63
38.8
52.6
33.5
44.6
2.23
1480
23.0
32.9
0.383
11.6
4.0 SHS
s
73.5 C 21.3 1.00 81.4 4.42
38.3
63.5
40.5
53.1
2.66
1810
18.0
26.6
0.379
14.2
5.0 SHS
s
98.6 C 17.4 1.00 93.6
5.15
37.7
73.5
47.1
60.7
3.04
2130
14.7
22.4
0.374
16.7
6.0 SHS
C
s
103mm3
(C,N,S)
10.8 1.00 123
7.00
36.1
98.6
Compactness(3) Ze
About x- and y-axis
63.6
le
78.1
kf
3.91
103mm3
C
3000
9.11
15.4
0.361
23.5
100 x 100 x 9.0 SHS
J
Properties for Design to AS 4100
106mm4
rx
Form Factor
mm
Sx
Torsion Modulus
103mm3
Zn
About x-, y- and n-axis Zx
Torsion Constant
103mm3
Ix
Properties
y
103mm3
mm2
Ag
Gross Section Area
n
x
106mm4
t
(b-2t)
m2/t
per t
m2/m
per m
External Surface Area
kg/m
mm mm mm
d
Mass per metre
Dimension and Ratios
x
n
Square HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections - continued
y
shs
m2/t
23.1
m2/m
0.234
mm mm mm
65 x 65 x 6.0 SHS 10.1
Dimensions and Properties Handbook
20.6 16.6 14.1 14.5 13.2 11.4 9.39 8.07 5.10
C C C C C C C C N
16.9 23.3 28.4 8.50 9.47 12.4 17.4 21.3 34.6
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
26.2 21.0 18.1 17.7 16.3 14.3 11.8 10.2 7.03
0.939 0.733 0.624 0.518 0.469 0.403 0.321 0.275 0.185
24.5 25.1 25.3 17.2 17.8 18.3 19.0 19.2 19.6
20.6 16.6 14.1 14.5 13.2 11.4 9.39 8.07 5.46
13.2 10.4 8.91 9.45 8.51 7.33 5.92 5.09 3.44
17.0 14.0 12.0 11.0 10.3 9.15 7.79 6.78 4.68
0.552 0.454 0.391 0.275 0.257 0.229 0.195 0.169 0.117
921 721 609 932 814 681 541 459 303
14.3 19.7 24.0 6.33 8.00 10.5 14.7 18.0 29.3
33.6 44.1 52.6 23.8 27.9 34.2 44.7 53.1 81.7
0.243
0.250
0.251
0.174
0.179
0.183
0.190
0.191
0.195
7.23
5.66
4.78
7.32
6.39
5.35
4.25
3.60
2.38
4.0 SHS
3.0 SHS
2.5 SHS
50 x 50 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
1.6 SHS
s
s
s
s
s
s
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
24.3 C 13.0 1.00 30.6
1.12
23.9
24.3
15.6
19.6
0.638
1110
11.0
27.3
0.239
8.75
5.0 SHS
s
103mm3
27.5 C
(C,N,S)
10.5 1.00
Compactness(3) Ze
About x- and y-axis
34.2
le
Properties for Design to AS 4100
1.27
kf
Form Factor
23.4
27.5
17.8
21.7
0.706
1290
8.83
C
Torsion Modulus
y
x
103mm3
J
Torsion Constant
n
n
106mm4
mm
rx
103mm3
Sx
103mm3
Zn
About x-, y- and n-axis Zx 103mm3
Ix 106mm4
Ag
Properties
mm2
t
(b-2t)
Gross Section Area
x
y
s
kg/m
per t
External Surface Area
per m
b
Mass per metre
Dimension and Ratios
t
d
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections
shs
Square HOLLOW SECTIONS
51
52 6.74 5.72 4.97 4.13
3.69 1.91 1.71 1.47 1.24
C C C C
C C C C C
13.4 16.6 21.3 11.4 14.2 7.49 9.47 12.4 16.1
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
7.07 6.21 5.23 5.94 5.18 4.58 2.27 2.07 1.80 1.54
0.158 0.136 0.113 0.121 0.102 0.0889 0.0333 0.0297 0.0253 0.0212
14.9 15.1 15.4 12.1 12.8 13.1 8.74 8.99 9.24 9.44
5.72 4.97 4.13 4.86 4.23 3.69 1.91 1.71 1.47 1.24
3.61 3.13 2.61 3.16 2.67 2.33 1.21 1.08 0.926 0.780
4.66 4.11 3.47 3.68 3.40 3.02 1.47 1.35 1.19 1.02
0.0932 0.0822 0.0694 0.06 0.0595 0.0529 0.0184 0.0169 0.0148 0.0128
421 359 294 441 361 309 241 209 174 143
11.3 14.0 18.0 6.75 9.67 12.0 6.33 8.00 10.5 13.6
45.3 53.7 66.4 35.48 45.8 54.2 47.4 55.7 68.3 84.1
0.150
0.151
0.153
0.123
0.130
0.131
0.0897
0.0914
0.0931
0.0945
3.30
2.82
2.31
3.46
2.83
2.42
1.89
1.64
1.36
1.12
3.0 SHS
2.5 SHS
2.0 SHS
35 x 35 x 4.0 SHS
3.0 SHS
2.5 SHS
25 x 25 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
s
s
s
s
s
s
s
s
s
Dimensions and Properties Handbook
4.23
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
s Available as Dualgrade 350L0/450L0 - please refer to page 44 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
C
See note s below
103mm3
(C,N,S)
9.47 1.00 8.33
10 mm
10 mm
Compactness(3) Ze
0.192
3
mm
3
14.2
10 mm 4
6.74
10 mm 6
4.36
10 mm 3
About x- and y-axis
5.26
10 mm 3
le
0.105
mm 3
kf
521
3
C
8.00
3
J
m /t 3
rx
34.9
4
Sx
Properties for Design to AS 4100
m /m
2
6
Zn
About x-, y- and n-axis Zx
Form Factor
0.143
2
Ix
Torsion Modulus
kg/m
Ag
Torsion Constant
4.09
2
t
(b-2t)
Properties
40 x 40 x 4.0 SHS
per t
per m
t
Gross Section Area
y
x
mm mm mm
b
External Surface Area
n
n
s
d
Mass per metre
Dimension and Ratios
x
y
Square HOLLOW SECTIONS
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
Square Hollow Sections - continued
shs
Dimensions and Properties Handbook
16.0 38.4 33.6 28.2 22.2 17.0 27.5 24.3 20.6 16.6 13.7
C C C N N C C C C N
14.1 17.4 22.5 30.9 37.6 11.9 14.8 19.1 26.4 32.2
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
48.2 42.6 36.1 28.7 24.6 34.2 30.6 26.2 21.0 18.1
2.04 1.77 1.48 1.15 0.971 1.27 1.12 0.939 0.733 0.624
27.5 28.0 28.6 29.2 29.4 23.4 23.9 24.5 25.1 25.3
38.4 33.6 28.2 22.5 19.1 27.5 24.3 20.6 16.6 14.1
24.7 21.6 18.0 14.2 12.0 17.8 15.6 13.2 10.4 8.91
30.9 27.5 23.5 19.1 16.4 21.7 19.6 17.0 14.0 12.0
1.16 1.03 0.882 0.716 0.614 0.706 0.638 0.552 0.454 0.391
1530 1310 1080 841 709 1290 1110 921 721 609
10.5 13.0 16.8 23.0 28.0 8.83 11.0 14.3 19.7 24.0
22.8 27.0 33.3 43.9 52.4 23.1 27.3 33.6 44.1 52.6
0.274
0.279
0.283
0.290
0.291
0.234
0.239
0.243
0.250
0.251
12.0
10.3
8.49
6.60
5.56
10.1
8.75
7.23
5.66
4.78
75 x 75 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
65 x 65 x 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
52.1
34.0
859
1.09
24.1
17.6
28.0
35.6
1.70
36.2
0.878
45.6
S
22.3
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450 MPa (fy = 450 MPa), a minimum tensile strength of 500 MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
S
57.7
0.696
29.6
1.38
35.8
22.8
14.3
19.7
0.889
694
43.0
64.8
0.353
5.45
2.0 SHS
0.351
34.4
6.74
90 x 90 x 2.5 SHS
51.9 S 42.0 0.952
53.2
2.79
39.4
41.2
26.0
35.4
1.77
1140
31.3
43.5
0.390
8.96
3.0 SHS
63.5 N 30.9
1.00
68.0
3.63
38.8
52.6
33.5
44.6
2.23
1480
23.0
32.9
0.383
11.6
4.0 SHS
73.5 C 24.1
1.00
81.4
4.42
38.3
63.5
40.5
53.1
2.66
1810
18.0
26.6
0.379
14.2
C
5.0 SHS
103mm3
(C,N,S)
19.7
1.00
93.6
5.15
37.7
73.5
47.1
60.7
3.04
2130
14.7
22.4
103mm3
106mm4
mm
103mm3
0.374
Compactness(3) Ze
About x- and y-axis
16.7
le
103mm3
kf
103mm3
C
106mm4
J
100 x 100 x 6.0 SHS
rx
mm2
Sx
Properties for Design to AS 4100
m2/t
Zn
About x-, y- and n-axis Zx
Form Factor
m2/m
Ix
Torsion Modulus
kg/m
b
Ag
Torsion Constant
mm mm mm
d t
(b-2t)
Gross Section Area
y
x
per t
External Surface Area
n
n
per m
Mass per metre
Properties
x
y
t
Designation
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Square Hollow Sections
DuraGal® shs Square HOLLOW SECTIONS
53
54
Dimensions and Properties Handbook
13.2 11.4 9.39 8.07 4.74 6.74 5.72 4.97 4.23 3.69 3.09 2.57 1.91 1.71 1.47 1.24
C C C C N C C C C C C C C C C C
14.1 19.7 24.1 39.2 10.7 15.2 18.8 13.0 16.1 20.8 26.7 8.50 10.7 14.1 18.3
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
16.3 14.3 11.8 10.2 7.03 8.33 7.07 6.21 5.18 4.58 3.89 3.26 2.27 2.07 1.80 1.54
0.469 0.403 0.321 0.275 0.185 0.192 0.158 0.136 0.102 0.0889 0.0741 0.0611 0.0333 0.0297 0.0253 0.0212
18.3 19.0 19.2 19.6 14.2 14.9 15.1 12.8 13.1 13.3 13.5 8.74 8.99 9.24 9.44
13.2 11.4 9.39 8.07 5.46 6.74 5.72 4.97 4.23 3.69 3.09 2.57 1.91 1.71 1.47 1.24
7.33 5.92 5.09 3.44 4.36 3.61 3.13 2.67 2.33 1.95 1.62 1.21 1.08 0.926 0.780
9.15 7.79 6.78 4.68 5.26 4.66 4.11 3.40 3.02 2.58 2.16 1.47 1.35 1.19 1.02
0.229 0.195 0.169 0.117 0.105 0.0932 0.0822 0.0595 0.0529 0.0451 0.0379 0.0184 0.0169 0.0148 0.0128
681 541 459 303 521 421 359 361 309 254 207 241 209 174 143
10.5 14.7 18.0 29.3 8.00 11.3 14.0 9.67 12.0 15.5 19.9 6.33 8.00 10.5 13.6
34.2 44.7 53.1 81.7 34.9 45.3 53.7 45.8 54.2 66.8 82.7 47.4 55.7 68.3 84.1
0.183
0.190
0.191
0.195
0.143
0.150
0.151
0.130
0.131
0.133
0.135
0.0897
0.0914
0.0931
0.0945
5.35
4.25
3.60
2.38
4.09
3.30
2.82
2.83
2.42
1.99
1.63
1.89
1.64
1.36
1.12
4.0 SHS
3.0 SHS
2.5 SHS
1.6 SHS
40 x 40 x 4.0 SHS
3.0 SHS
2.5 SHS
35 x 35 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
25 x 25 x 3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. 2. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 4. For SHS and RHS the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm. 5. DuraGal Dualgrade C350L0/C450L0 Hollow Sections have a minimum yield stress of 450 MPa (fy = 450 MPa), a minimum tensile strength of 500 MPa (fu = 500 MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
F
F
103mm3
(C,N,S)
10.7 1.00
10 mm
10 mm
mm
17.8
10 mm
10 mm
8.51
10 mm
Compactness(3) Ze
10.3
10 mm 3
0.257
mm 3
814
6
About x- and y-axis
8.00
3
le
m /t 3
kf
27.9
3
C
m /m 3
J
0.179
3
rx
6.39
4
Sx
Properties for Design to AS 4100
kg/m 6
Zn
About x-, y- and n-axis Zx
Form Factor
50 x 50 x 5.0 SHS
2
Ix
Torsion Modulus
mm mm mm
Ag
Torsion Constant
4
t
(b-2t)
Gross Section Area 3
per t
per m
t
External Surface Area
y
x
2
b
Mass per metre
n
n
2
d
Designation
Properties
x
y
Square HOLLOW SECTIONS
Dimension and Ratios
Dimensions and Properties Grade C450L0 (AS 1163)
DuraGal Square Hollow Sections
DuraGal® shs
Dimensions and Properties Handbook
1.63
1.38
1.12
0.873
1.6 SHS
30 x 30 x 1.6 SHS
25 x 25 x 1.6 SHS
20 x 20 x 1.6 SHS
1.88
2.42
1.6 SHS
35 x 35 x 2.5 SHS
0.0745
0.0945
0.115
0.135
0.131
0.155
0.151
0.195
0.191
0.255
85.4
84.1
83.3
82.7
54.2
82.3
53.7
81.7
53.1
81.2
52.6
9.79
13.2
16.7
20.1
10.6
23.6
12.7
30.5
16.8
40.8
23.1
t
(b-2r)
102
131
160
189
298
218
346
276
442
363
586
mm2
Af
Full Section Area
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.243
0.378
106mm4
Ix
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
7.46
11.6
103mm3
Zx
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
103mm3
Zn
0.697
1.14
1.69
2.36
3.58
3.13
4.81
4.99
7.80
8.61
13.6
103mm3
Sx
About x-, y- and n-axis
Full Section Properties
n
7.47
9.51
11.6
13.6
13.1
15.6
15.2
19.7
19.3
25.8
25.4
mm
rx
x
0.00959
0.0195
0.0346
0.0561
0.0860
0.0848
0.132
0.169
0.266
0.377
0.601
106mm4
J
Torsion Constant
y
y
x
0.864
1.43
2.15
3.01
4.45
4.01
6.02
6.45
9.89
11.2
17.5
103mm3
C
Torsion Modulus
n
102
131
160
189
298
218
346
276
442
308
586
mm2
Ae
Effective Section Area
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.215
0.378
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
6.61
11.6
103mm3
Zex
Zen
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
103mm3
About x- and y-axis 106mm4
Iex
Effective Section Properties
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/nzs 4600. 3. All columns of the table (except for “Mass per metre” and “External Surface Area”) are calculated using design thicknesses of 1.45mm and 2.4mm rather than respective thicknesses t of 1.6mm and 2.5mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600. 4. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t < 3.0mm and 2.5t for sections with t > 3.0mm.
F These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
F
2.38
2.82
1.6 SHS
3.60
50 x 50 x 2.5 SHS
F
40 x 40 x 2.5 SHS
3.13
1.6 SHS
F
4.78
65 x 65 x 2.5 SHS
F
0.251
m2/t
m2/m
kg/m
b
mm mm mm
d
per t
External Surface Area
per m
Mass per metre
Dimension and Ratios
t
Designation
Dimensions and Properties Grade C350L0 (Tubeline 350L0 – Type 1)
Galtube Plus Square Hollow Sections
Galtube Plus Square HOLLOW SECTIONS
55
56
100
100 x 45 TFB
45
65
mm
bf
6.0
8.5
mm
tf mm
4.0
Dimensions and Properties Handbook
320
320
320
1
1
Form Factor kf
C
C
Compactness
About x-axis
34.1
80.3
3
10 mm
Zex 3
3.0
4.0
mm
r2
About y-axis
22.0
21.6
tw
d1
C
C
Compactness
88
108
d1
Depth Toe Between Radii Flanges
5.3
15.6
10 mm 3
Zey
3.42
3.53
2tf
3
(bf-tw) 2
10 mm
10 mm
1.46
4.34 29.2
69.4
3
Zx 4
Ix 6
100 x 45 TFB
125 x 65 TFB
Designation
bf
360
360
MPa
fy
Flange
3
360
360
MPa
fy
Web
34.1
80.3
tw
3
39.9
50.9
mm
rx
r1 r 2
1
1
Form Factor kf
98˚
10 mm 3
Sx
About x-axis
AS 3679.1-350
917
1670
mm
Ag
Gross Area of Cross Section
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
320
MPa
MPa
100 x 45 TFB
fy
fy
125 x 65 TFB
Designation
Web
Flange
OneSteel-300PLUS
7.0
8.0
mm
5.0
r1
tw
Properties for Assessing Section Capacity
7.2
mm
125
kg/m
125 x 65 TFB 13.1
d
Mass Depth per Flange Flange Web Root of metre Section Width Thickness Thickness Radii
d
= =
ly 4
3
3.53
10.4
10 mm 3
Zy
C
C
Compactness
3
34.1
80.3
103mm3
Zex
6.0
17.2
10 mm 3
Sy
About y-axis
x
About x-axis
0.0795
0.337
6
10 mm
tf
d1
tf
10 mm
C
C
10 mm6
Iw 9
5.3
15.6
103mm3
Zey
0.0176
1.14
About y-axis
11.6
40.2
Compactness
9.31
14.2
J 3
ry
4
Torsion Warping Constant Constant
x
mm
y
y
Taper Flange Beams
Designation
OneSteel-300PLUS
Dimensions and Properties
Joists – Taper Flange Beams
bf-tw 2
Joists
165.00 92.90 86.5 32.9 91.8 59.3 4.420 124.0 475 424 63.20 4080 8.97
51.3
282
13.0
5.5
8.0
149
298
32.0
310UB
197.00 157.0 38.3 142.0 92.7 7.650 129.0 633 569 86.40 5210
7.79
46.5
284
11.4
6.1
10.2
165
304
40.4
310UB
237.00 233.0 39.0 166.0 109.0 9.01 130.0 729 354 100.00 5930
6.75
42.3
284
11.4
6.7
11.8
166
307
46.2
310UB
284.00 161.0 37.6 146.0 94.7 8.100 146.0 777 689 121.00
5720
8.46
48.2
333
11.4
6.9
9.7
171
352
44.7
360UB
330.00 241.0 38.5 173.0 9.600 112.0 148.0 897 798 142.00
6470
7.12
45.6
333
11.4
7.3
11.5
171
356
50.7
360UB
394.00 338.0 39.0 198.0 11.000 128.0 149.0 1010 899
161.00
7240
6.31
41.6
333
11.4
8.0
13.0
172
359
56.7
360UB
467.00 234.0 38.6 179.0 10.300 115.0 165.0 1060 933
188.00
6890
7.82
50.1
381
11.4
7.6
10.9
178
403
53.7
410UB
708.00 337.0 39.7 209.0 12.100 135.0 168.0 1200
216.00 1060
7640
6.65
48.8
381
11.4
7.8
12.8
178
406
59.7
410UB
815.00 378.0 41.2 238.0 14.500 153.0 186.0 1480
296.00 1300
8580
7.15
50.4
428
11.4
8.5
12.7
190
454
67.1
460UB
919.00 530.0 41.8 271.0 16.600 175.0 188.0
1660
335.00 1460
9520
6.24
47.1
428
11.4
9.1
14.5
190
457
74.6
460UB
1330.00 701.0 42.2 303.0 18.600 195.0 188.0
1840
372.00 1610
10500
5.66
43.3
428
11.4
9.9
16.0
191
460
82.1
460UB
1590.00 526.0 43.8 301.0 20.100 193.0
213.0
2070
477.00 1810
10500
7.55
52.3
502
14.0
9.6
13.2
209
528
82.0
530UB
2530.00 775.0 44.9 355.0 23.800 228.0
217.0
2370
554.00 2080
11800
6.37
49.2
502
14.0
10.2
15.6
209
533
92.4
530UB
2980.00 790.0 47.5 402.0
2900
761.00 2530
13000
7.34
54
572
14.0
10.6
14.8
228
602
101.0
610UB
29.300 257.0
246.0
3290
875.00 2880
14500
6.27
51.1
572
14.0
11.2
17.3
228
607
113.0 242.0
249.0
3680
986.00 3230
16000
5.54
48.1
572
14.0
11.9
19.6
229
612
125.0
3450.00
Iw
1140.0
Sy
1560.0
Zy
48.7
ly 106mm4
49.6
rx mm
610UB
106mm4 103mm3 103mm3
610UB
mm2
mm
r1 mm
tw mm
mm
mm
mm
469.0
Sx
Torsion Warping Constant Constant
536.0
Zx
About y-axis
34.300 300.0
Ix
About x-axis
39.300 343.0
Ag
Gross Area of Cross Section
109mm6
tw
(bf-tw) 2tf
J
d1
d1
y
x
103mm4
tf
Depth Between Flanges
tf
x
ry
bf
Root Radii
r1
d1
y
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
bf
tw
tf
103mm3 103mm3
Mass per metre
d
bf-tw 2
kg/m
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Beams
UB
Dimensions and Properties Handbook
UNIVERSAL BEAMS
57
58 3.56 2.53 28.1 16.6 20.8 13.2 0.495 61.1 102 88.8 6.66 1780
5.00
27.2
136
8.0
5.0
7.0
75
150
14.0
150UB
5.88 60.5 17.1 28.2 17.9 0.672 62.8 135 117 9.05
2300
3.63
22.7
136
8.0
6.0
9.5
75
155
18.0
150UB
6.80 31.5 20.4 29.4 19.0 0.853 72.0 138 123 10.60
2040
6.11
35.3
159
8.9
4.5
7.0
90
173
16.1
180UB
8.71 44.8 20.6 33.7 21.7 0.975 72.6 157 139
12.10
2300
5.31
31.8
159
8.9
5.0
8.0
90
175
18.1
180UB
10.40 81.6 20.8 42.3 27.1 1.220 73.6 195 171
15.30
2820
4.20
26.5
159
8.9
6.0
10.0
90
179
22.2
180UB
26.00 38.6 22.1 35.7 23.0 1.140 82.6 180
160
15.80
2320
6.75
40.9
184
11.0
4.5
7.0
99
198
18.2
200UB
29.20 45.0 31.0 63.4 41.3 2.750 85.5 231
208
21.00
2870
9.14
37.5
188
8.9
5.0
7.0
133
202
22.3
200UB
37.60 62.7 30.8 70.9 46.1 3.060 85.4
260
232
23.60
3230
8.15
32.3
188
8.9
5.8
7.8
133
203
25.4
200UB
36.7 105.0 31.8 88.4 57.5 3.860 87.3
316
281
29.10
3820
6.65
29.8
188
8.9
6.3
9.6
134
207
29.8
200UB
65.90 67.4 27.9 63.6 41.1 2.550
104.0
319
285
35.4
3270
7.44
46.4
232
12.0
5.0
8.0
124
248
25.7
89.3 33.4 94.2 61.2 4.470
105.0
250UB
85.20 158.0 34.5 119.0 77.5 5.660
108.0
397
354
44.50
4010
8.13
38.4
234
8.9
6.1
8.6
146
252
31.4
250UB
Iw
486
435
55.70
4750
6.40
36.6
234
8.9
6.4
10.9
146
256
37.3
250UB
Sy
109mm6
Zy
J
106mm4 103mm3 103mm3
103mm4
ly
Torsion Warping Constant Constant ry
rx
About y-axis
y
x
mm
Sx
tf
x
103mm3 103mm3
Zx
r1
d1
106mm4
Ix
bf
tw
y
mm
Ag mm2
mm
r1
tw
About x-axis
mm
d1
Gross Area of Cross Section
tw
(bf-tw) 2tf
mm
tf
d1
mm
bf
Depth Between Flanges
mm
Root Radii
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
kg/m
Mass per metre
d
tf
UNIVERSAL BEAMS
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Beams - continued
bf-tw 2
UB
Dimensions and Properties Handbook
Dimensions and Properties Handbook
386.0 342.0 289.0 292.0 262.0 230.0 203.0 172.0 193.0 168.0 139.0 163.0 138.0 85.7
C C C C C C C N C C N C N N
2900 2370 2070 1840 1660 1480 1200 1050 1010 897 762 729 629 462
C C C C C C C N C C N C N N
0.867 0.907 0.880 0.956 0.926 0.901 0.918 0.894 0.974 0.943 0.911 0.972 0.936 0.898
360 360 360 360 360 360 360 360 360 360 360 360 360 360
340 340 340 340 340 340 340 360 340 340 360 340 360 360
610UB 530UB 530UB 460UB 460UB 460UB 410UB 410UB 360UB 360UB 360UB 310UB 310UB 310UB
386.0 342.0 289.0 292.0 262.0 230.0 203.0 173.0 193.0 168.0 140.0 163.0 139.0 86.9
C C C C C C C C C C N C C N
2900 2370 2070 1840 1660 1480 1200 1060 1010 897 770 729 633 467
C C C C C C C C C C N C C N
0.888
0.928
0.902
0.979
0.948
0.922
0.938
0.913
0.996
0.963
0.930
0.991
0.952
0.915
320
320
320
320
320
320
320
320
320
320
320
320
320
320
300
300
300
300
300
300
300
320
300
300
320
300
320
320
101.0
92.4
82.0
82.1
74.6
67.1
59.7
53.7
56.7
50.7
44.7
46.2
40.4
32.0
610UB
530UB
530UB
460UB
460UB
460UB
410UB
410UB
360UB
360UB
360UB
310UB
310UB
310UB
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
451.0 C 3290 C
0.891
340
340
610UB
451.0
C
3290
C
0.926
300
280
113.0
610UB
103mm3
515.0 C 3680
C
0.916
MPa
10 mm
Zey
340
Compactness
MPa
3
340
3
Zex
610UB
10 mm
Compactness
515.0
Form Factor kf
C
fy
3680
fy
C
10 mm 3
Designation
0.950
3
Zey
About y-axis
MPa 3
Compactness
About x-axis
300
3
Zex
Web
y
x
MPa
Compactness
Flange
AS 3679.1-350
x
280
Form Factor kf
About y-axis
tf
d1
y
kg/m
fy
fy
About x-axis
bf
r1
tw
tf
125.0
Mass per metre
Web
Flange
d
bf-tw 2
610UB
Designation
OneSteel-300PLUS
Properties for Design
Universal Beams
UB
UNIVERSAL BEAMS
59
60 116.0 91.4
C N C
486 395 319 316
C N C C N
1.000
1.000
0.949
1.000
1.000
1.000
320
320
320
320
320
320
320
320
320
320
320
320
320
320
320
37.3
31.4
25.7
29.8
25.4
22.3
18.2
22.2
18.1
250UB
250UB
200UB
200UB
200UB
200UB
180UB
180UB
180UB
Dimensions and Properties Handbook
90.3 61.7 86.3 68.0 59.4 34.4 40.7 32.5 28.4 26.9 19.8
C C N N C C C C C C
392 319 316 257 225 180 195 157 138 135 102
C C N N C C C C C C
0.932 1.000 1.000 1.000 0.970 1.000 1.000 1.000 1.000 1.000
360 360 360 360 360 360 360 360 360 360
360 360 360 360 360 360 360 360 360 360
250UB 200UB 200UB 200UB 200UB 180UB 180UB 180UB 150UB 150UB
61.7 86.3 68.8 60.3 34.4 40.7 32.5 28.4 26.9 19.8
C N N C C C C C C
259 227 180 195 157 138 135 102
N C C C C C C
0.990
1.000
1.000
1.000
1.000
1.000
320
320
320
320
320
320
320
320
320
16.1
18.0
14.0
150UB
150UB
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
116.0 C N
486 C N
0.991
Zey 103mm3
1.000
Compactness
360
Zex 103mm3
360
Compactness
360
Form Factor kf
About y-axis
360
fy
x
250UB
fy
y
About x-axis
x
250UB
Designation
tf
d1
MPa
103mm3
250UB
Zey
r1
Web
bf
tw
y
MPa
103mm3
Compactness
MPa
Zex
MPa
Compactness
kg/m
Form Factor kf
fy
Flange
AS 3679.1-350
d
tf
UNIVERSAL BEAMS
Designation
fy
About y-axis
Mass per metre
About x-axis
Web
Flange
OneSteel-300PLUS
Properties for Design
Universal Beams - continued
bf-tw 2
UB
2390.0 1980.0 1560.0 713.0 557.0 195.0 166.0 142.0 39.6 30.8 21.1 2.3
1630.0 928.0 1040.0 586.0 477.0 325.0 228.0 197.0 109.0 50.2 34.9
77.5 76.7 65.2 64.5 51.7 51.5 51.0 38.5 38.1 36.6 24.5
893.0 725.0 575.0 463.0 303.0 264.0 230.0 139.0 112.0 80.2 35.2
72.90 478.0 48.40 378.0 38.80 306.0 20.40 199.0 17.70 174.0 15.30 151.0 91.0 73.4 52.4 22.9
7.01 5.62 3.98 1.14
223.00 1450.0 1600.0 134.0 143.00 1100.0 1230.0 112.0 992.0 111.0 89.7 89.1 88.2 68.4 67.5 65.1 41.1
656.0 570.0 500.0 310.0 250.0 184.0 74.4
897.0 584.0 512.0 451.0 274.0 223.0 166.0 65.6
114.00 61.30 52.80 45.90 22.20 17.60 12.60 3.18
12400 11400 9320 7620 6660 5900 4730 3860 2980 1890
9.58 7.10 8.64 6.89 7.84 8.90 6.34 7.79 10.70 6.71
21.5 26.2 19.5 22.7 24.8 17.1 21.0 22.8 16.6
225 181 181 181 139 139 139 83
11.4 11.4 11.4 8.9 8.9 8.9 10.0
8.0 7.3 8.1 6.6 6.1 5.0
11.0
11.5
9.4
6.8
7.0
154
153
152
99
158
152
97
23.4
14.8
Iw
90.20 588.0
Sy
277.00 1760.0 1960.0 136.0
Zy
7.89
23.3 28.0
277 277 225
16.5 16.5 14.0 14.0
11.9 9.9 10.5 8.6 9.3
18.7
15.4
17.3
14.2
14.2
12.5
307
305
256
254
205
204
203
315
308
260
254
210
206
203
162
118.0
96.8
89.5
72.9
59.5
52.2
46.2
37.2
30.0
310UC
310UC
250UC
250UC
200UC
200UC
200UC
150UC
150UC
150UC
100UC
103mm3
15000
Iy 106mm4
2860.0
rx mm
2520.0
103mm3
3810.0
103mm3
78.2
17500
6.80
20.1
277
16.5
13.8
21.7
309
321
137.0
310UC
106mm4
78.9
20100
5.91
17.7
277
16.5
15.7
25.0
311
327
158.0
310UC
mm2
mm
mm
mm
mm
mm
mm
r1
tw
107.00 691.0 1050.0
Sx
Torsion Warping Constant Constant
125.00 807.0 1230.0
Zx
About y-axis
329.00 2050.0 2300.0 137.0
lx
About x-axis
388.00 2370.0 2680.0 139.0
Ag
Gross Area of Cross Section
109mm6
tw
(bf-tw) 2tf
J
d1
d1
y
x
103mm4
tf
Depth Between Flanges
x
y
ry
bf
Root Radii
tf
d1
tf
mm
d
Depth Flange Flange Web of Section Width Thickness Thickness
bf
r1
tw
bf-tw 2
103mm3
Mass per metre
d
kg/m
Designation
OneSteel-300PLUS
Dimensions and Properties
Universal Columns
UC
Dimensions and Properties Handbook
UNIVERSAL columns
61
62
Dimensions and Properties Handbook
137.0 109.0 72.3 34.4
N N C
248.0 174.0 74.4
N N C
1 1 1
360 360 360
360 360 360
150UC 150UC 100UC
110.0 73.5 34.4
C N C
250.0 176.0 74.4
C N C
1
1
1
320
320
320
320
320
320
30.0
23.4
14.8
150UC
150UC
100UC
Notes: 1. For OneSteel-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. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. 5. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
220.0 C 310.0 C 1 360 340 150UC
137.0
C
310.0
C
1
320
300
37.2
150UC
260.0 N 490.0 N 1 360 340
200UC
223.0
N
494.0
N
1
320
300
46.2
200UC
299.0 N 569.0 N 1 360 340
200UC
260.0
C
570.0
C
1
320
300
52.2
200UC
448.0 C 656.0 C 1 360 340
200UC
299.0
C
656.0
C
1
320
300
59.5
200UC
567.0 N 977.0 N 1 360
340
250UC
454.0
N
986.0
N
1
320
300
72.9
250UC
684.0 C 1230.0 C 1 360
340
250UC
567.0
C
1230.0
C
1
320
280
89.5
250UC
878.0 N 1550.0 N 1
360
340
310UC
694.0
N
1560.0
N
1
320
300
96.8
310UC
1040.0 N 1950.0 N 1
340
340
310UC
882.0
C
1960.0
C
1
300
C 2300.0 C
280
1210.0 C 2680.0 C
118.0
Zey 103mm3
1
Compactness
1
310UC
Zex 103mm3
340
Compactness
340
Form Factor kf
About y-axis
340
fy
y
x
340
fy
About x-axis
x
310UC
1040.0
C
2300.0
C
1
300
280
137.0
Designation
tf
d1
310UC
1210.0
C
2680.0
C
1
300
280
158.0
310UC
103mm3
Zey
310UC
Compactness
Web
tw
MPa
103mm3
Zex
Flange
AS 3679.1-350
bf
r1
y
MPa
Compactness
MPa
Form Factor kf
MPa
fy
fy
About y-axis
kg/m
Mass per metre
About x-axis
d
tf
UNIVERSAL columns
Designation
Web
Flange
OneSteel-300PLUS
Properties for Design
Universal Columns
bf-tw 2
UC
T&P
Tube and Pipe The following pages provide a schedule of the descriptions, outside diameters, and wall thicknesses of pipe and tube, normally available from our stock or obtainable from our overseas suppliers.
tube and pipe
These tables have been prepared as a quick reference guide to assist you to obtain the greatest benefit from our extensive stock range of material, and we hope it will enable you to specify to your requirements more exactly in cases where the outside diameters are not mentioned in the normal descriptions of our stock material. Mechanical property data has also been added for those instances where the pipe or tube is intended for a structural application. In instances where mechanical property data has not been included. Should you require this information, please us on 0800 478 335.
Standards for this Section BS 1387 Steel Tubes and Tubulars Suitable for Screwing to BS 21 Pipe Threads Applies to welded, plain end, screwed and socketed tubes from 6NB to 150NB. It describes the quality of material, workmanship and testing together with galvanising, packaging and marking. The weights and dimensions of tube to BS 1387 are also in accordance with ISO R65. AS 1074 is the Australian equivalent. BS 3059: 1987 Steel Boiler and Superheater Tubes This standard is in two parts. Part 1 is for low tensile carbon steel tubes without specified elevated temperature properties. Part 2 covers Carbon, alloy and austenitic stainless steel tubes with specified elevated temperature properties. (There is no Australian Standard equivalent to BS 3059 but tubes of equal properties are covered by AS 1835 and AS 1836.) BS 3601: 1987 Steel Pipes and Tubes for Pressure Purposes Carbon steel with specified room temperature properties. Specifies the material properties and tests for different methods of manufacture. These pipes are intended for use in pipelines or similar services and are subject to the pressure and temperature limitations shown in the appropriate application standard. (There is no direct Australian equivalent but tubes of equal qualities are covered by AS 1835 and AS 1836.) BS 3602: 1987 Steel Pipes and Tubes for Pressure Purposes Carbon and carbon manganese steel with specified elevated temperature properties. This standard covers the same technical requirements as BS 3601 but makes special mention of values at elevated temperatures and stress rupture values. (Some tubes in AS 1836 will meet the requirements of BS 3602.) ASTM A106 Seamless Line & API 5LB ERW Line Pipe Covers manufacturing, heat treatment, marking and chemical and tensile requirements. ASTM A106 is the American equivalent to Seamless BS 3602 and is intended primarily for pressure temperature applications. API 5L Specification for Line pipe is a comprehensive standard which covers everything from testing down to dimensions and as its title implies is intended for pipe line reticulation of oil and gas. In certain specific areas it can be used for pressure temperature duties. ERW Tube AS 1450-1983 Steel Tubes for Mechanical Purposes This standard specifies the technical requirements for the production and supply of carbon and carbonmanganese steel tubes of round, square, rectangular or other non-circular cross-section, produced by either cold-forming or hot-forming, and intended for use in mechanical applications.
Dimensions and Properties Handbook
63
64
160 MPa (min.)
215 MPa (max.)
290 to 330 MPa
41 to 55%
Tensile stress
Elongation
Dimensions and Properties Handbook
P
S
V
Si
Phosphorous
Sulphur
Vanadium
Silicon
0.010% max.
0.010% max.
0.030 max.
0.022% max.
Mn 0.17 to 0.24% max.
Manganese
0.02 to 0.064% max.
C
Carbon
Specified Chemical Composition - (Ladle Analysis)
165 to 205 MPa
Yield stress
Normal range of Mechanical Properties of strip
Tensile stress 285 MPa (min.) 340 MPa (max.) Elongation (min.) 0.6 < 1.0mm = 41%, 1.0 < 1.6mm = 43%, 1.6mm + = 45%
Yield stress
Specified Mechanical Properties of Strip
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
12.7 x 12.7 x 1.2 12.7 x 12.7 x 1.6 16.0 x 16.0 x 1.2 16.0 x 16.0 x 1.6 16.0 x 16.0 x 2.0 19.0 x 19.0 x 1.2 19.0 x 19.0 x 1.6 19.0 x 19.0 x 2.0 22.2 x 22.2 x 1.2 22.2 x 22.2 x 1.6
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
31.8 x 31.8 x 1.2 31.8 x 31.8 x 1.6 31.8 x 31.8 x 2.0 35.0 x 35.0 x 1.2 35.0 x 35.0 x 1.6 35.0 x 35.0 x 2.0 38.0 x 38.0 x 1.2 38.0 x 38.0 x 2.0 51.0 x 51.0 x 1.6
5.5
25.4 x 25.4 x 1.6 25.4 x 25.4 x 2.0
5.5
5.5
25.4 x 25.4 x 1.4
25.4 x 25.4 x 1.2
5.5
5.5
9.5 x 9.5 x 1.6
22.2 x 22.2 x 2.0
5.5
LN(m)
9.5 x 9.5 x 1.2
Size(mm)
ERW Square Tube
ERW Size Range
2.44
2.25
1.37
2.03
1.64
1.37
1.89
1.53
1.16
1.47
1.19
1.05
0.91
1.31
1.07
0.81
1.11
0.89
0.68
0.92
0.72
0.55
0.58
0.49
0.40
0.34
Kg/m
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
25.4 x 12.7 x 1.6 31.8 x 16.0 x 1.6 35.0 x 19.0 x 1.2 35.0 x 19.0 x 1.6 35.0 x 19.0 x 2.0 38.0 x 25.4 x 1.6 51.0 x 25.4 x 1.2 51.0 x 25.4 x 1.6 51.0 x 25.4 x 2.0
3.03
2.25
1.82
1.37
1.87
1.57
1.27
0.97
1.19
0.89
0.68
Kg/m
Refer to Tube and Pipe Quick Reference Tables
ERW Round Tube
5.5
5.5
63.5 x 38.0 x 2.0
LN(m)
Size(mm) 25.4 x 12.7 x 1.2
ERW Rectangular Tube
tube and pipe
When forming steel strip into tubular sections, the mechanical properties are affected. The extent of this effect depends on the specific dimensions of tube being produced and particularly the tube diameter to thickness ratio. In general during tube forming, the yield stress will be substantially increased, the tensile strength slightly increased and elongation reduced.
The following mechanical properties quoted are for the mild steel strip prior to being manufactured into tubular sections.
Technical Specifications
ERW Welded Tube
T&P
Dimensions and Properties Handbook
Minimum thickness not more than Minimum thickness not more than 5% below nominal thickness 5% below nominal thickness
Straightness - 1 in 1000 measured over the total length
Wall
Straightness
Straightness - 1 in 1500 measured over the total length
< 45mm > 45mm
< 75mm 75-100mm > 100mm
Outside Diameter
+ 0.25mm - 0 + 0.30mm - 0
180-220 BHN 40 Joules min. at -20ºC
200-240 BHN 20 Joules min. at +20ºC
+ 1.00mm - 0 + 1.20mm - 0 + 1.40% - 0
N/mm2 550/700 N/mm2 430 410 400 20%
N/mm2 600/750 N/mm2 480 460 440 18%
Cold Reduced
Wall thickness < 16mm > 16-30mm > 30mm
Normalised condition
Hot Rolled condition
Hot Rolled
Tolerances
Longitudinal Charpy ISO “V” impact test
Hardness
Elongation A min. 5.65 √So
Rp 0.2 min.
Yield Stress
Strength Rm
Ultimate Tensile
Mechanical Properties
Hollow Bar
T&P
tube and pipe
65
66
114.3
141.3
168.3
219.1
273.0
323.8
355.6
406.4
457.2
100
125
150
200
250
300
350
400
450
73.0
50
88.9
60.3
40
80
48.3
32
65
33.4
42.2
25
2.77
Dimensions and Properties Handbook
6.35
6.35
6.35
3.40
3.05
3.05
3.05
2.77
2.77
2.77
7.92
7.92
7.92
6.35
6.35
7.04
11.13
9.53
9.53
8.38
7.80
9.53
9.53
9.53
9.53
9.27
8.18
7.11
6.55
6.02
5.49
5.16
3.91
3.68
3.56
3.38
2.87
2.77
21.3
26.7
15
20
2.31
17.1
10
2.24
1.73
13.7
6.35
30
Std Wt
8
2.11
20
mm
10.3
6
10
Schedule
O.D.
Nom. Pipe mm
Units used = millimetres
ANSI B36.10
14.27
12.70
11.13
10.31
9.27
8.18
7.11
6.55
6.02
5.49
5.16
3.91
3.68
3.56
3.38
2.87
2.77
2.31
2.24
1.73
40
19.05
16.66
15.09
14.27
12.70
10.31
60
Schedule
Identification of Tube Wall Thicknesses
12.70
12.70
12.70
12.70
12.70
12.70
10.97
9.53
8.56
7.62
7.01
5.54
5.08
4.85
4.55
3.91
3.73
3.20
3.02
2.41
Extra Strong 80
23.83
21.44
19.05
17.48
15.09
12.70
10.97
9.53
8.56
7.62
7.01
5.54
5.08
4.85
4.55
3.91
3.73
3.20
3.02
2.41
29.36
26.19
23.82
21.44
18.26
15.09
100
34.93
30.96
27.79
25.40
21.44
18.26
14.27
12.70
11.13
120
Schedule
39.67
36.53
31.75
28.58
25.40
20.62
140
45.24
40.49
35.71
33.34
28.58
23.01
18.26
15.88
13.49
11.13
9.53
8.74
7.14
6.35
6.35
5.56
4.78
160
25.40
25.40
22.23
21.95
19.05
17.12
15.24
14.02
11.07
10.15
9.70
9.09
7.82
7.47
Double Extra Strong
450
400
350
300
250
200
150
125
100
80
65
50
40
32
25
20
15
10
8
6
Nom. Pipe mm
T&P
tube and pipe
558.8
609.6
660.4
711.2
762.0
812.8
863.6
914.1
550
600
650
700
750
800
850
900
7.92
7.92
7.92
7.92
7.92
7.92
6.35
6.35
12.70
12.70
12.70
12.70
12.70
12.70
9.53
9.53
9.53
508.0
500
6.35
20
mm
10
Schedule
O.D.
Nom. Pipe mm
Units used = millimetres
ANSI B36.10
15.88
15.88
15.88
15.88
15.88
14.27
12.70
12.70
30
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
Std Wt
19.05
17.48
17.48
17.48
15.88
15.09
40
24.61
22.23
20.62
60
Schedule
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
Extra Strong
30.96
28.58
26.19
80
Identification of Tube Wall Thicknesses - continued
38.89
34.93
32.54
100
46.02
41.28
38.10
120
Schedule
52.37
47.63
44.45
140
59.54
53.98
50.01
160
Double Extra Strong
900
850
800
750
700
650
600
550
500
Nom. Pipe mm
T&P
tube and pipe
Dimensions and Properties Handbook
67
68
Dimensions and Properties Handbook
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
10
15
20
25
32
40
48.3 48.3
42.4 42.4
33.7 33.7
26.9 26.9
21.3 21.3
17.2 17.2
13.5 13.5
3.2 4.0
3.2 4.0
3.2 4.0
2.6 3.2
2.6 3.2
2.3 2.9
2.3 2.9
mm
3.57 4.38
3.10 3.80
2.41 2.94
1.56 1.87
1.21 1.44
0.839 1.02
0.641 0.765
kg/m
14.7 18.7
16.9 21.5
21.7 27.8
22.1 27.8
28.6 36.3
31.7 41.5
42.0 55.6
MPa
2140 2710
2450 3120
3150 4030
3210 4040
4160 5270
4610 6020
6100 8070
P.S.I.
MPa
1640 10.3 2080 13.1
2100 13.2 2690 16.9
2140 13.5 2690 17.0
2770 17.5 3510 22.1
3070 19.4 4020 25.3
4070 25.6 5380 33.9
P.S.I.
9.81 1420 8.98 12.5 1810 11.4
11.3 14.4
14.5 18.5
14.7 18.5
19.1 24.2
21.2 27.7
28.0 37.1
MPa
1300 1660
1500 1910
1920 2460
1960 2460
2540 3210
2810 3680
3720 4930
P.S.I.
1740 2230
1780 2240
2300 2920
2550 3340
3380 4470
P.S.I.
8.15 1180 10.4 1500
9.37 1360 11.9 1730
12.0 15.4
12.2 15.4
15.9 20.1
17.6 23.0
23.3 30.8
MPa
150
1570 2000
1600 2010
2070 2620
2290 3000
3030 4020
P.S.I.
7.32 1060 9.30 1350
8.41 1220 10.7 1550
10.8 13.8
11.0 13.8
14.2 18.0
15.8 20.6
20.9 27.7
MPa
1830 2320
2030 2660
2690 3560
P.S.I.
6.49 942 8.24 1200
7.46 1080 9.50 1380
9.56 1390 12.2 1780
9.75 1420 12.3 1780
12.6 16.0
14.0 18.3
18.5 24.5
MPa
1640 2080
1820 2380
2410 3190
P.S.I.
5.81 843 7.38 1070
6.68 969 8.50 1230
8.56 1240 11.0 1590
8.73 1270 11.0 1590
11.3 14.3
12.5 16.4
16.6 22.0
MPa
Maximum Safe Working Pressure Metal Temperature ºC 250 300
200
1510 1920
1680 2190
2220 2940
P.S.I.
350
5.36 6.80
778 988
6.16 894 7.84 1140
7.90 1150 10.1 1470
8.05 1170 10.1 1470
10.4 13.2
11.6 15.1
15.3 20.2
MPa
1610 2100
2130 2810
P.S.I.
400
5.13 6.52
745 946
5.90 856 7.51 1090
7.56 1100 9.68 1400
7.71 1120 9.70 1410
9.99 1450 12.7 1840
11.1 14.5
14.7 19.4
MPa
Notes: 1. The above maximum recommended test and working pressures are applicable only to the pipe, if and only if • The applied loads are only from internal pressure in straight pipe. The pipeline should be ed so that bending and external loads are avoided. The pipeline must also be set up with suitable freedom of angular movement at ts and bends and with provision to accommodate thermal expansion. • The maximum working pressure is based on a design strength of 130 MPa at 50ºC, and 90% of the nominal wall thickness to allow for the minimum thickness tolerance of the relevant standard. • AS 4041 limits the maximum pressure of this type of pipe (Class 2) to 10 MPa when carrying Very Harmful Fluids (fluid type 2) and for Harmful gases (fluid type 3). This should be considered when deg pipelines. See the OneStreel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. • Use of this pipe is prohibited where the pipe contents are Lethal (AS 4041 fluid type 1). See the OneSteel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. 2. The piping system working pressures can be limited by the type of couplings or the welding class used in the design of the pipeline. 3. AS 3920.1 gives information on the hazard level of pressure piping and other pressure equipment and the QA required to certify design, manufacture and installation. 4. Pressures have been calculated in accordance with AS 4041-1998 and the draft revision ME/1/8/00-28. p=2feMtf /(D-tf) where M = 0.7 Class design factor from AS 4041 table 3.12.3 for class 2. p = Safe working pressure. tf = 0.9 x wall thickness, in mm. f = Design strengths from table D2 of AS 4041 for AS 1074 product. D = Outside diameter, in mm. e = 0.85 Weld t factor from table 3.12.2 of AS 4041 for AS 1074 ERW product. 5. No allowance has been made for corrosion, threading, grooving or machining.
Medium Heavy
8
mm
100
Circular hollow sections
Mass per Metre Black Wall Nominal Maximum Outside Thick- Plain Size Recommended Ends (DN) Quality Diameter ness Test Pressure at & Grooved Ambient Temp -45ºC to 50ºC
Medium & Heavy Pressure Pipe – Specification: AS 1074 / BS 1387
Maximum Safe Working Pressures
CHS
4.0 5.0
4.5 5.4
5.0 5.4
5.0 5.4
Medium 101.6 Heavy 101.6
100 Medium 114.3 Heavy 114.3
125 Medium 139.7 Heavy 139.7
150 Medium 165.1 Heavy 165.1
Dimensions and Properties Handbook
19.7 21.3
16.6 17.9
12.2 14.5
9.63 11.9
8.37 10.3
6.43 7.93
5.03 6.19
kg/m
1500 1890
1910 2420
P.S.I.
6.50 944 7.04 1020
7.72 1120 8.36 1210
8.52 1240 10.3 1500
8.52 1240 10.8 1560
9.79 1420 12.4 1800
10.3 13.0
13.2 16.7
MPa
P.S.I.
MPa
4.33 4.69
5.15 5.58
5.68 6.87
629 681
747 809
825 997
5.68 825 7.17 1040
6.53 948 8.25 1200
6.88 998 8.70 1260
3.97 4.29
4.71 5.10
5.20 6.29
5.20 6.56
5.98 7.55
6.30 7.96
8.78 1270 8.04 11.1 1620 10.2
MPa
576 623
684 741
755 913
755 953
867 1100
914 1160
1170 1480
P.S.I.
100 P.S.I.
3.60 3.90
4.28 4.63
4.72 5.71
4.72 5.96
5.42 6.85
523 566
621 672
685 828
685 864
787 995
5.72 829 7.22 1050
7.30 1060 9.25 1340
MPa
150 P.S.I.
3.23 3.50
3.84 4.16
4.24 5.13
4.24 5.35
4.87 6.15
5.13 6.49
469 508
558 604
615 744
615 776
707 893
745 942
6.55 951 8.31 1210
MPa
P.S.I.
2.87 3.10
3.41 3.69
3.76 4.54
3.76 4.74
4.32 5.46
4.55 5.75
416 450
494 535
546 660
546 688
627 792
661 835
5.81 843 7.37 1070
MPa
2.57 2.78
3.05 3.30
3.37 4.07
3.37 4.25
3.87 4.89
4.07 5.15
5.20 6.60
MPa
373 403
443 479
489 591
489 616
561 709
591 748
755 958
P.S.I.
Maximum Safe Working Pressure Metal Temperature ºC 250 300
200
2.37 2.56
2.81 3.05
3.10 3.75
3.10 3.92
3.57 4.50
3.76 4.75
344 372
408 442
450 545
450 568
518 654
545 689
696 883
P.S.I.
350
4.80 6.08
MPa
2.27 2.45
2.69 2.92
2.97 3.59
2.97 3.75
3.42 4.31
3.60 4.55
329 356
391 423
431 522
431 544
496 626
522 660
667 846
P.S.I.
400
4.59 5.83
MPa
Notes: 1. The above maximum recommended test and working pressures are applicable only to the pipe, if and only if • The applied loads are only from internal pressure in straight pipe. The pipeline should be ed so that bending and external loads are avoided. The pipeline must also be set up with suitable freedom of angular movement at ts and bends and with provision to accommodate thermal expansion. • The maximum working pressure is based on a design strength of 130 MPa at 50ºC, and 90% of the nominal wall thickness to allow for the minimum thickness tolerance of the relevant standard. • AS 4041 limits the maximum pressure of this type of pipe (Class 2) to 10 MPa when carrying Very Harmful Fluids (fluid type 2) and for Harmful gases (fluid type 3). This should be considered when deg pipelines. See the OneStreel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. • Use of this pipe is prohibited where the pipe contents are Lethal (AS 4041 fluid type 1). See the OneSteel publication ‘Fluid type and classes for pressure piping systems’ for information on fluid types. 2. The piping system working pressures can be limited by the type of couplings or the welding class used in the design of the pipeline. 3. AS 3920.1 gives information on the hazard level of pressure piping and other pressure equipment and the QA required to certify design, manufacture and installation. 4. Pressures have been calculated in accordance with AS 4041-1998 and the draft revision ME/1/8/00-28. p=2feMtf /(D-tf) where M = 0.7 Class design factor from AS 4041 table 3.12.3 for class 2. p = Safe working pressure. tf = 0.9 x wall thickness, in mm. f = Design strengths from table D2 of AS 4041 for AS 1074 product. D = Outside diameter, in mm. e = 0.85 Weld t factor from table 3.12.2 of AS 4041 for AS 1074 ERW product. 5. No allowance has been made for corrosion, threading, grooving or machining.
4.0 5.0
90
88.9 88.9
Medium Heavy
3.6 4.5
3.6 4.5
80
76.1 76.1
60.3 60.3
Medium Heavy
Medium Heavy
mm
65
50
mm
Mass per Metre Black Wall Nominal Maximum Outside Thick- Plain Size Recommended Ends (DN) Quality Diameter ness Test Pressure at & Grooved Ambient Temp -45ºC to 50ºC
Medium & Heavy Pressure Pipe – Specification: AS 1074 / BS 1387
Maximum Safe Working Pressures - continued
CHS
Circular hollow sections
69
70
mm
1.6
1.0 1.2 1.4 1.4 1.6 2.0 1.0 1.2 1.4 1.6 1.0 1.2 1.4 1.6 1.6 2.0 2.3 2.9 1.0 1.2 1.4 1.6
mm
F 6.3
9.5
Dimensions and Properties Handbook
13.5
F
0.210 0.246 0.280 0.280 0.312 0.370 0.249 0.293 0.335 0.375 0.287 0.341 0.390 0.438 0.438 0.528 0.650 0.770 0.328 0.388 0.446 0.501
0.187
kg/m
Mass per Metre
9.5 O/D x 1.00 Welded P.E. 9.5 O/D x 1.20 Welded P.E. 9.5 O/D x 1.40 Welded P.E. 9.5 O/D x 1.40 TS 27 Hydraulic 9.5 O/D x 1.60 TS 27 Hydraulic 9.5 O/D x 2.00 TS 27 Hydraulic 11.1 O/D x 1.00 Welded P.E. 11.1 O/D x 1.20 Welded P.E. 11.1 O/D x 1.40 Welded P.E. 11.1 O/D x 1.60 Welded P.E. 12.7 O/D x 1.00 Welded P.E. 12.7 O/D x 1.20 Welded P.E. 12.7 O/D x 1.40 Welded P.E. 12.7 O/D x 1.60 Welded P.E. 12.7 O/D x 1.60 TS 27 Hydraulic 12.7 O/D x 2.00 TS 27 Hydraulic 8 NB Med. S&S BS 1387 8 NB Heavy S&S BS 1387 14.3 O/D x 1.0 Welded P.E. 14.3 O/D x 1.2 Welded P.E. 14.3 O/D x 1.4 Welded P.E. 14.3 O/D x 1.6 Welded P.E.
6.3 O/D x 1.60 TS 27 Hydraulic
Usual Sales Description
0.040 0.040 0.040 0.040 0.040 0.040 0.042 0.042 0.045 0.045 0.045 0.045
m2/m
cm2
0.369 0.432 0.494 0.558 0.558 0.675 0.819 0.976 0.410 0.490 0.565 0.636
Surface Area
Area of Section Z
0.063 0.072 0.081 0.088 0.088 0.100 0.133 0.146 0.093 0.107 0.119 0.131
0.100 0.114 0.127 0.138 0.138 0.156 0.197 0.217 0.129 0.149 0.167 0.183
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.415 0.409 0.402 0.396 0.396 0.384 0.403 0.389 0.471 0.464 0.458 0.452
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
F 14.3 F F F
F
F F
F F F F 11.1 F F F 12.7
Thickness
150 150 150 180 180 180 150 150 150 150 150 150 150 150 180 180 195 195 150 150 150 150
180
275 275 275 290 290 290 275 275 275 275 275 275 275 275 290 290 320 320 275 275 275 275
290
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
Tube and Pipe Quick Reference Tables
T&P
Dimensions and Properties Handbook
1.0 1.2 1.4 1.6 2.0 2.0
2.0 2.0 2.6 2.77 3.2 3.2 3.6 3.73 4.78 7.47
19.0
F 21.3
F
F F F
F
F
0.952 0.952 1.22 1.26 1.45 1.45 1.6 1.62 1.95 2.56
0.444 0.527 0.608 0.687 0.839 0.839
0.852 1.020
0.370 0.438 0.504 0.568 0.691 0.691
kg/m
Mass per Metre
15 NB Light P.E. BS 1387 15 NB DuraGal Ex-Light P.E. 15 NB Med P.E./ S&S BS 1387 15 NB ASTM A106 Grade B Sch 40 15 NB Heavy P.E./ S&S BS 1387 15 NB X 3.2 Ammonia BS 3602 15 NB X 3.2 Ammonia BS 3602 15 NB ASTM A106 Grade B Sch 80 15 NB ASTM A106 Grade B Sch 160 15 NB ASTM A106 Grade B XXS
19.0 O/D x 1.0 Welded P.E. 19.0 O/D x 1.2 Welded P.E. 19.0 O/D x 1.4 Welded P.E. 19.0 O/D x 1.6 Welded P.E. 19.0 O/D x 2.0 Welded P.E. 19.0 O/D x 2.0 TS 27 Hydraulic
10 NB Med. S&S BS 1387 10 NB Heavy S&S BS 1387
16.0 O/D x 1.0 Welded P.E. 16.0 O/D x 1.2 Welded P.E. 16.0 O/D x 1.4 Welded P.E. 16.0 O/D x 1.6 Welded P.E. 16.0 O/D x 2.0 Welded P.E. 16.0 O/D x 2.0 TS 27 Hydraulic
Usual Sales Description
1.56 1.61 1.86 2.00 1.86 2.06 2.48 3.2
1.21
0.565 0.671 0.774 0.875 1.070 1.070
1.11 1.34
0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067
0.067
0.060 0.060 0.060 0.060 0.060 0.060
0.055 0.055
0.051 0.051 0.051 0.051 0.051 0.051
m2/m
cm2
0.471 0.558 0.643 0.724 0.880 0.880
Surface Area
Area of Section Z
0.702 0.708 0.792 0.792 0.816 0.83 0.917 1.00
0.571
0.230 0.267 0.302 0.334 0.391 0.391
0.325 0.368
0.133 0.154 0.173 0.190 0.220 0.220
0.655 0.664 0.739 0.739 0.767 0.78 0.861 0.941
0.536
0.242 0.281 0.317 0.351 0.412 0.412
0.372 0.422
0.166 0.193 0.216 0.238 0.275 0.275
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.671 0.662 0.653 0.653 0.638 0.634 0.607 0.555
0.686
0.637 0.631 0.624 0.618 0.605 0.605
0.541 0.524
0.532 0.525 0.519 0.512 0.500 0.500
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
2.3 2.9
F 17.2 F
F
1.0 1.2 1.4 1.6 2.0 2.0
mm
mm
16.0
Thickness
Outside Diameter
Tube and Pipe Quick Reference Tables - continued
195 240 195 245 245 240 240 240
195
150 150 150 150 150 180
195 195
150 150 150 150 150 180
320 415 320 410 410 415 415 415
320
275 275 275 275 275 290
320 320
275 275 275 275 275 290
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
71
72
Dimensions and Properties Handbook
2.87 2.87 3.91 5.56 7.82
2.0 2.0 2.3 2.3 2.6 2.6 3.2 3.6
26.7
26.9
F
F
F
F
F
F
F
F
1.23 1.23 1.40 1.40 1.56 1.58 1.9 2.07
1.68 1.68 2.19 2.89 3.63
0.602 0.716 0.829 0.939 1.154 1.462 1.61 1.75 2.97
0.523 0.622 0.718 0.813 0.997
kg/m
Mass per Metre
20 NB DuraGal Ex-Light P.E. 20 NB Galtube Plus P.E. 20 NB DuraGal Light P.E. 20 NB Light P.E. BS 1387 20 NB DuraGal Med P.E. 20 NB Med P.E./ S&S BS 1387 20 NB Heavy P.E./ S&S BS 1387 20 NB x 3.6 Ammonia BS 3602
20 NB API Line Pipe Sch 40 20 NB ASTM A106 Grade B Sch 40 20 NB ASTM A106 Grade B Sch 80 20 NB ASTM A106 Grade B Sch 160 20 NB ASTM A106 Grade B Sch XXS
25.4 O/D x 1.0 Welded P.E. 25.4 O/D x 1.2 Welded P.E. 25.4 O/D x 1.4 Welded P.E. 25.4 O/D x 1.6 Welded P.E. 25.4 O/D x 2.0 Welded P.E. 25.4 O/D x 2.6 TS 27 Hydraulic 25.4 O/D x 2.9 Boiler BS 3059 25.4 O/D x 3.2 TS 27 Hydraulic 25.4 O/D x 6.3 Boiler BS 3059
22.2 O/D x 1.0 Welded P.E. 22.2 O/D x 1.2 Welded P.E. 22.2 O/D x 1.4 Welded P.E. 22.2 O/D x 1.6 Welded P.E. 22.2 O/D x 2.0 Welded P.E.
Usual Sales Description
0.084 0.084 0.084
0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
Z
1.55 1.55 1.87
0.571 0.67 0.763 0.851 1.01 1.23 1.32 1.4 1.91
0.375 0.438 0.497 0.553 0.654
1.16 1.16 1.4
0.45 0.527 0.6 0.67 0.798 0.965 1.04 1.11 1.51
0.338 0.394 0.478 0.498 0.589
cm3
I cm4
Elastic Modulus
Moment of Inertia
2.02 2.42 2.63
1.81
0.085 0.085 0.085
0.085
1.51 1.74 1.83
1.39
1.12 1.29 1.36
1.03
Please refer to Galtube Plus tables on page 90
2.15 2.15 2.8
0.77 0.91 1.06 1.2 1.47 1.86 2.05 2.23 3.79
0.07 0.07 0.07 0.07 0.07
m2/m
cm2
0.66 0.792 0.915 1.04 1.27
Surface Area
Area of Section
0.866 0.847 0.833
0.875
0.849 0.849 0.817
0.863 0.857 0.85 0.843 0.83 0.811 0.802 0.793 0.711
0.75 0.744 0.737 0.73 0.718
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.0 1.2 1.4 1.6 2.0 2.6 2.9 3.2 6.3
25.4
F
F
F
1.0 1.2 1.4 1.6 2.0
mm
mm
22.2
Thickness
195 195 245
195
241 240 240
150 150 150 150 150 180 195 180 195
150 150 150 150 150
320 320 410
320
414 415 415
275 275 275 275 275 290 320 290 320
275 275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.0 8.0
3.38 3.38 4.55 6.35 9.09
32.0
F 33.4
F
F
F
2.5 2.5 3.23 4.23 5.45
3.84 4.73
0.76 0.906 1.05 1.192 1.47 2.07 2.74 3.9
0.681 0.811 0.939 1.066 1.312
kg/m
Mass per Metre
25 NB API Line pipe Sch 40 25 NB ASTM A106 Grade B Sch 40 25 NB ASTM A106 Grade B Sch 80 25 NB ASTM A106 Grade B Sch 160 25 NB ASTM A106 Grade B Sch XXS
32 x 20 (Nom) TIM6V Hollow Bar 32 x 16 (Nom) TIM6V Hollow Bar
31.8 O/D x 1.0 Welded P.E. 31.8 O/D x 1.2 Welded P.E. 31.8 O/D x 1.4 Welded P.E. 31.8 O/D x 1.6 Welded P.E. 31.8 O/D x 2.0 Welded P.E. 31.8 O/D x 2.9 Boiler BS 3059 31.8 O/D x 4.0 Boiler BS 3059 31.8 O/D x 6.3 Boiler BS 3059
28.6 O/D x 1.0 Welded P.E. 28.6 O/D x 1.2 Welded P.E. 28.6 O/D x 1.4 Welded P.E. 28.6 O/D x 1.6 Welded P.E. 28.6 O/D x 2.0 Welded P.E.
Usual Sales Description
0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1
Z
1.15 1.35 1.56 1.74 2.09 2.78 3.44 4.35
0.827 0.971 1.11 1.24 1.49 0.722 0.851 0.973 1.09 1.31 1.75 2.17 2.74
0.578 0.679 0.776 0.868 1.04
cm3
I cm4
Elastic Modulus
Moment of Inertia
3.19 3.19 4.13 5.4
0.105 0.105 0.105 0.105
3.64 3.64 4.4 5.21
2.18 2.18 2.63 3.12
Please refer to Hollow Bar tables on page 65
0.966 1.15 1.34 1.52 1.87 2.63 3.5 5.05
0.09 0.09 0.09 0.09 0.09
m2/m
cm2
0.864 1.03 1.19 1.36 1.67
Surface Area
Area of Section
1.07 1.07 1.03 9.82
1.09 1.08 1.08 1.07 1.06 1.03 0.993 0.928
0.978 0.97 0.963 0.956 0.943
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.0 1.2 1.4 1.6 2.0 2.9 4.0 6.3
F 31.8
F
1.0 1.2 1.4 1.6 2.0
mm
mm
F 28.6
Thickness
Outside Diameter
241 240 240 240
150 150 150 150 150 195 195 195
150 150 150 150 150
414 415 415 415
275 275 275 275 275 320 320 320
275 275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
73
74
0.913 1.089
1.264
1.436
1.776
2.51
4.93
5.5 8.0 10.0
1.0 1.2
1.4
1.6
2.0
2.9
6.3
36.0
F 38.0
F
Dimensions and Properties Handbook
F
F
38.0 O/D x 2.9 Boiler BS 3059
38.0 O/D x 2.9 Boiler BS 3059
38.0 O/D x 2.0 Welded P.E.
38.0 O/D x 1.6 Welded P.E.
38.0 O/D x 1.4 Welded P.E.
38.0 O/D x 1.0 Welded P.E. 38.0 O/D x 1.2 Welded P.E.
36 x 25 (Nom) TIM6V Hollow Bar 36 x 20 (Nom) TIM6V Hollow Bar 36 x 16 (Nom) TIM6V Hollow Bar
35.0 O/D x 1.0 Welded P.E. 35.0 O/D x 1.2 Welded P.E. 35.0 O/D x 1.4 Welded P.E. 35.0 O/D x 1.6 Welded P.E. 35.0 O/D x 2.0 Welded P.E.
25 NB DuraGal Ex-Light P.E. 25 NB Galtube Plus P.E. 25 NB I.L.G FirePlus P.E. 25 NB H.D.G. FirePlus G.B.E. 25 NB DuraGal Light P.E. 25 NB Light P.E. BS 1387 25 NB DuraGal Med P.E. 25 NB I.L.G Med FirePlus 25 NB Med P.E./ S&S BS 1387 25 NB Heavy P.E./ S&S BS 1387 25 NB x 4.0 Ammonia BS 3602
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.11 0.11 0.11 0.11 0.11
0.106 0.106 0.106
0.106
1.54 1.82 2.09 2.35 2.83
3.8 4.42 4.42
3.26
0.88 1.04 1.19 1.34 1.62
2.23 2.59 2.59
1.91
6.28
3.2
2.26
1.83
1.61
1.16 1.39
0.119
0.119
0.119
0.119
0.119
0.119 0.119
8.19
4.96
3.68
3.04
2.7
1.99 2.35
4.31
2.61
1.93
1.6
1.42
1.05 1.24
Please refer to Hollow Bar table on page 65
1.07 1.27 1.48 1.68 2.07
3.15 3.84 3.84
2.61
Please refer to Galtube CHS Table on page 90
Surface Area
Area of Section
1.14
1.24
1.27
1.29
1.29
1.31 1.3
1.2 1.2 1.19 1.18 1.17
1.1 1.07 1.07
1.12
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
1.14 5.52 6.4
0.839 1.0 1.16 1.318 1.628
1.0 1.2 1.4 1.6 2.0
F 35.0
F
F
F
1.56 1.56 1.56 1.64 1.99 2.01 2.41 2.41 2.44 2.97 2.97
kg/m
2.0 2.0 2.0 2.0 2.6 2.6 3.2 3.2 3.2 4.0 4.0
mm
mm
Mass per Metre
F 33.7
Thickness
195
195
150
150
150
150 150
150 150 150 150 150
195 195 245
195
320
320
275
275
275
275 275
275 275 275 275 275
320 320 410
320
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.0 7.5 10.0
1.2 1.4 1.6 2.0
3.56 3.56 4.85 4.85
1.2 1.4 1.6 2.0 2.0 2.0 2.0 2.0 2.6 2.6 3.2 3.2 3.2 3.2 4.0 4.5 6.3
40.0
F 41.3 F
42.2
42.4
F
F
F
F
F
F
1.282 1.488 1.693 1.99 1.99 1.99 2.096 2.10 2.55 2.58 3.09 3.09 3.14 3.26 3.84 4.21 5.94
3.38 3.38 4.47 4.47
1.187 1.378 1.567 1.939
5.03 6.01 7.4
kg/m
Mass per Metre
44.5 O/D x 1.2 Welded P.E. 44.5 O/D x 1.4 Welded P.E. 44.5 O/D x 1.6 Welded P.E. 32 NB DuraGal Ex-Light P.E. 32 NB Galtube Plus P.E. 32 NB I.L.G FirePlus P.E. 44.5 O/D x 2.0 Welded P.E. 32 NB H.D.G. FirePlus G.B.E. 32 NB DuraGal Light P.E. 32 NB Light P.E. BS 1387 32 NB DuraGal Med P.E. 32 NB I.L.G Med FirePlus P.E. 32 NB Med P.E./ S&S BS 1387 44.5 O/D x 3.2 Boiler BS 3059 32 NB Heavy P.E./ S&S BS 1387 32 NB x 4.5 Ammonia BS 3602 44.5 O/D x 6.3 Boiler BS 3059
32 NB API Line pipe Sch 40 32 NB ASTM A106 Grade B Sch 40 32 NB API Line pipe Sch 80 32 NB ASTM A106 Grade B Sch 80
41.3 O/D x 1.2 Welded P.E. 41.3 O/D x 1.4 Welded P.E. 41.3 O/D x 1.6 Welded P.E. 41.3 O/D x 2.0 Welded P.E.
40 x 28 (Nom) TIM6V Hollow Bar 40 x 25 (Nom) TIM6V Hollow Bar 40 x 20 (Nom) TIM6V Hollow Bar
Usual Sales Description m2/m
cm2
Z
0.14 0.14 0.14
0.133 0.133 0.133 0.133
0.13 0.13 0.13 0.13
3.83 4.4 4.97
8.13 8.13 10.09 10.09
3.04 3.5 3.93 4.78
1.72 1.98 2.23
3.85 3.85 4.78 4.78
1.47 1.69 1.91 2.31
4.05 4.15 4.95 5.36 7.56
3.34
2.67
0.133 0.14 0.133 0.133 0.14
0.133
0.14
7.99 8.91 9.42 9.76 14.17
6.78
6.04
3.73 4.0 4.4 4.6 6.37
3.16
2.72
Please refer to Galtube CHS tables on page 90
1.63 1.89 2.16
4.32 4.32 5.69 5.69
1.51 1.75 1.99 2.47
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow tables on page 65
Surface Area
Area of Section
1.41 1.46 1.38 1.35 1.37
1.43
1.5
1.53 1.52 1.52
1.37 1.37 1.33 1.33
1.42 1.41 1.4 1.39
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
195 195 195 245 195
195
150
150 150 150
241 240 241 240
150 150 150 150
320 320 320 410 320
320
275
275 275 275
414 415 414 415
275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
75
76
2.61
2.73
2.61
3.25
3.56
3.56
3.61
4.05
4.05
4.43
4.43
4.86
5.41
5.41
7.24
9.56
2.3 2.3
2.3
2.3
2.9
2.9
3.2
3.2
3.2
3.68
3.68
4.00
4.00
4.50
5.08
5.08
7.14
10.15
F 48.3
F
F
F
Dimensions and Properties Handbook
F
F
F
F
F
7.73
9.41
11.55
7
9
12.5
1.373 1.595 1.815 2.249
6.8 7.93 10.01
50 x 25 (Nom) TIM6V Hollow Bar
50 x 32 (Nom) TIM6V Hollow Bar
50 x 36 (Nom) TIM6V Hollow Bar
40 NB ASTM A106 Grade B Sch XXS
40 NB ASTM A106 Grade B Sch 160
40 NB ASTM A106 Grade B Sch 80
40 NB API Line pipe Sch 80
40 NB x 4.5 Ammonia BS 3602
48.3 O/D x 4.0 Scaffold NZS1413
40 NB Heavy P.E./ S&S BS 1387
40 NB ASTM A106 Grade B Sch 40
40 NB API Line pipe Sch 40
40 NB Med P.E./ S&S BS 1387
40 NB I.L.G Med FirePlus P.E.
40 NB DuraGal Med P.E.
40 NB Light P.E. BS 1387
40 NB DuraGal Light P.E.
40 NB H.D.G. FirePlus G.B.E.
40 NB I.L.G FirePlus P.E.
40 NB DuraGal Ex-Light P.E. 40 NB Galtube Plus P.E.
47.6 O/D x 1.2 Welded P.E. 47.6 O/D x 1.4 Welded P.E. 47.6 O/D x 1.6 Welded P.E. 47.6 O/D x 2.0 Welded P.E.
45 x 32 (Nom) TIM6V Hollow Bar 45 x 28 (Nom) TIM6V Hollow Bar 45 x 20 (Nom) TIM6V Hollow Bar
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.15 0.15 0.15 0.15
4.71 5.43 6.12 7.46
1.98 2.28 2.57 3.14
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
0.152
16.33
16.33
15.01
14
14
12.93
12.93
11.8
10.09
6.76
6.76
6.21
5.8
5.8
5.35
5.35
4.88
4.51
Please refer to Hollow Bar tables on page 65
6.9
6.9
6.19
5.66
5.66
5.16
5.16
4.61
4.21
Please refer to Galtube CHS tables on page 90
1.75 2.03 2.31 2.87
Please refer to Hollow Bar tables on page 65
Surface Area
Area of Section
1.54
1.54
1.56
1.57
1.57
1.58
1.58
1.6
1.61
1.64 1.63 1.63 1.61
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
50.0
2.61 2.61
1.2 1.4 1.6 2.0
47.6
F
6.5 8.5 12.5
45.0
kg/m
mm
mm
Mass per Metre
Thickness
240
241
245
195
195
240
241
195
195
150 150 150 150
415
414
410
320
320
415
414
320
320
275 275 275 275
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
1.2 1.4 1.6 2.0 2.6 3.2 3.25 6.3 12.5
1.2 1.4 1.6 2.0 2.6
8.0 10.0 14.0
1.2 1.4 1.6 2.0 2.6 2.9 3.2 6.3
51.0
F 54.0 F
56.0
F 57.0 F
F
F
F
F
F
F
F
1.652 1.920 2.186 2.713 3.488 3.869 4.247 7.880
9.82 11.71 14.49
1.563 1.816 2.068 2.565 3.296
1.471 1.713 1.949 2.417 3.104 3.77 3.827 6.94 11.9
kg/m
Mass per Metre
57.0 O/D x 1.2 Welded P.E. 57.0 O/D x 1.4 Welded P.E. 57.0 O/D x 1.6 Welded P.E. 57.0 O/D x 2.0 Welded P.E. 57.0 O/D x 2.6 Welded P.E. 57.0 O/D x 2.9 Boiler BS 3059 57.0 O/D x 3.2 Boiler BS 3059 57.0 O/D x 6.3 Boiler BS 3059
56 x 40 (Nom) TIM6V Hollow Bar 56 x 36 (Nom) TIM6V Hollow Bar 56 x 28 (Nom) TIM6V Hollow Bar
54.0 O/D x 1.2 Welded P.E. 54.0 O/D x 1.4 Welded P.E. 54.0 O/D x 1.6 Welded P.E. 54.0 O/D x 2.0 Welded P.E. 54.0 O/D x 2.6 Welded P.E.
51.0 O/D x 1.2 Welded P.E. 51.0 O/D x 1.4 Welded P.E. 51.0 O/D x 1.6 Welded P.E. 51.0 O/D x 2.0 Welded P.E. 51.0 O/D x 2.6 Welded P.E. 51.0 O/D x 3.2 Boiler BS 3059 51.0 O/D x 44.5 I/D Drawn Finish 51.0 O/D x 6.3 Boiler BS 3059 51.0 O/D x 12.5 HFS BS 3601
Usual Sales Description
0.17 0.17 0.17 0.17 0.17
0.16
Z
6.94 8.01 9.05 11.06 13.9
30.97
5.82 6.71 7.58 9.26 11.61 13.79
2.57 2.97 3.35 4.1 5.15
12.14
2.28 2.63 2.97 3.63 4.55 5.41
cm3
I cm4
Elastic Modulus
Moment of Inertia
2.1 2.44 2.78 3.46 4.44 4.93 5.41 14.11
0.179 0.179 0.179 0.179 0.179 0.179 0.179 0.179
8.19 9.46 10.69 13.08 16.47 18.08 19.64 32.74
2.87 3.32 3.75 4.59 5.78 6.35 6.89 11.49
Please refer to Hollow Bar tables on page 65
1.99 2.31 2.63 3.27 4.2
0.16 0.16 0.16 0.16 0.16 0.16
m2/m
cm2
1.88 2.18 2.48 3.08 3.96 4.8 0.16 0.16 15.11
Surface Area
Area of Section
1.97 1.97 1.96 1.95 1.93 1.92 1.91 1.81
1.87 1.86 1.85 1.84 1.82
1.43
1.76 1.75 1.75 1.73 1.71 1.69
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
150 150 150 150 150 195 195 195
150 150 150 150 150
150 150 150 150 150 195 – – 235
275 275 275 275 275 320 320 320
275 275 275 275 275
275 275 275 275 275 320 – – 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
77
78
Dimensions and Properties Handbook
F
9.44 12.37 15.05 16.97 18.68
2.034 2.316 2.876 2.876 3.29 3.29 3.29 3.44 4.11 4.11 5.10 5.03 5.03 5.44 5.44 6.17 6.69 7.48 7.48 11.11 13.44
kg/m
Mass per Metre
63 x 50 (Nom) TIM6V Hollow Bar 63 x 45 (Nom) TIM6V Hollow Bar 63 x 40 (Nom) TIM6V Hollow Bar 63 x 36 (Nom) TIM6V Hollow Bar 63 x 32 (Nom) TIM6V Hollow Bar
60.3 O/D x 1.4 Welded P.E. 60.3 O/D x 1.6 Welded P.E. 60.3 O/D x 2.0 Welded P.E. 50 NB Victaulite pipe 50 NB DuraGal Ex-Light P.E. 50 NB Galtube Plus P.E. 50 NB I.L.G FirePlus P.E. 50 NB H.D.G. FirePlus G.B.E. 50 NB DuraGal Light P.E. 50 NB Light P.E. BS 1387 50 NB Med P.E./ S&S BS 1387 50 NB DuraGal Med P.E. 50 NB I.L.G Med FirePlus P.E. 50 NB API Line pipe Sch 40 50 NB ASTM A106 Grade B Sch 40 50 NB Heavy P.E./ S&S BS 1387 50 NB x 4.9 Ammonia BS 3602 50 NB API Line pipe Sch 80 50 NB ASTM A106 Grade B Sch 80 50 NB ASTM A106 Grade B Sch 160 50 NB ASTM A106 Grade B Sch XXS
Usual Sales Description Z
11.24 12.72 15.58 15.58
3.73 4.22 5.17 5.17
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.189 0.189 0.189 0.189 0.189
0.189
0.189 0.189
27.66 27.66 30.80 32.97 36.09 36.09
21.90 26.20
9.18 9.18 10.20 10.94 11.97 11.97
7.27 8.70
Please refer to Hollow Bar tables on page 65
6.93 6.93 7.84 8.53 9.53 9.53
5.31 6.51
Please refer to Galtube CHS tables on page 90
0.189 0.189 0.189 0.189
m2/m
cm2
2.59 2.95 3.66 3.66
Surface Area
Area of Section
2.00 2.00 1.98 1.97 1.95 1.95
2.03 2.01
2.08 2.08 2.06 2.06
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
6.5 9.0 11.5 13.5 15.5
63.0
F F
F
F
F
F F F
1.4 1.6 2.0 2.0 2.3 2.3 2.3 2.3 2.9 2.9 3.6 3.6 3.6 3.91 3.91 4.50 4.90 5.54 5.54 8.74 11.07
mm
mm
F 60.3
Thickness
241 240 195 245 241 240
195 195
150 150 150 350
414 415 320 410 414 415
320 320
275 275 275 430
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
5.16 5.16 7.01
7.5 9.5 12.5 15.0 17.5
71.0
F 73.0
75.0
F
F
F
13.34 15.90 19.87 22.87 25.54
8.62 8.62 11.41
12.18 16.15 19.14 21.82 23.72
2.699 3.354 4.32 12.200
9.03
1.844 2.144 2.443 3.034 4.760 8.890 15.700
kg/m
Mass per Metre
75 x 60 (Nom) TIM6V Hollow Bar 75 x 56 (Nom) TIM6V Hollow Bar 75 x 50 (Nom) TIM6V Hollow Bar 75 x 45 (Nom) TIM6V Hollow Bar 75 x 40 (Nom) TIM6V Hollow Bar
65 NB API Line pipe Sch 40 65 NB ASTM A106 Grade B Sch 40 65 NB ASTM A106 Grade B Sch 80
71 x 56 (Nom) TIM6V Hollow Bar 71 x 50 (Nom) TIM6V Hollow Bar 71 x 45 (Nom) TIM6V Hollow Bar 71 x 40 (Nom) TIM6V Hollow Bar 71 x 36 (Nom) TIM6V Hollow Bar
70.0 O/D x 1.6 Welded P.E. 70.0 O/D x 2.0 Welded P.E. 70.0 O/D x 2.6 Welded P.E. 70.0 O/D x 8.0 HFS BS 3601
50.8 I/D x 6.4 Int. Cylinder Finish
63.5 O/D x 1.2 Welded P.E. 63.5 O/D x 1.4 Welded P.E. 63.5 O/D x 1.6 Welded P.E. 63.5 O/D x 2.0 Welded P.E. 63.5 O/D x 3.2 Boiler BS 3059 63.5 O/D x 6.3 Boiler BS 3059 63.5 O/D x 12.5 HFS BS 3601
Usual Sales Description
0.200 0.220 0.220 0.220 0.220
Z
20.12 24.72 31.31 76.12
11.40 13.17 14.91 18.29 27.63 46.86 69.03 5.75 7.06 8.95 21.75
3.59 4.15 4.70 5.76 8.50 14.75 21.74
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.229 0.229 0.229
63.63 63.63 80.00
17.43 17.43 21.92 Please refer to Hollow tables on page 65
11.00 11.00 14.53
Please refer to Hollow Bar tables on page 65
3.44 4.27 5.50 15.58
0.199 0.199 0.199 0.199 0.199 0.199 0.199
m2/m
cm2
2.35 2.73 3.11 3.86 6.06 11.33 20.02
Surface Area
Area of Section
2.41 2.41 2.35
2.41 2.41 2.38 2.21
2.20 2.20 2.19 2.18 2.13 2.03 1.86
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
7.5 10.5 13.0 15.5 17.5
70.0
F
6.4
1.6 2.0 2.6 8.0
F 63.6
F
1.2 1.4 1.6 2.0 3.2 6.3 12.5
mm
mm
F 63.5 F
Thickness
Outside Diameter
241 240 240
150 150 150 235
–
150 150 150 150 195 195 235
414 415 415
275 275 275 410
–
275 275 275 275 320 320 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
79
80
Dimensions and Properties Handbook
8.5 12.0 15.0 17.5 20.0
9.0 12.0 15.0 17.5 20.0
80.0
85.0
F
17.50 22.27 26.67 29.98 32.96
15.58 20.75 24.77 27.76 30.42
11.03
4.19 4.19 4.37 4.71 5.75 5.80 6.44 6.44 6.51 7.90 8.60 10.80 13.44 15.60 19.60
kg/m
Mass per Metre
85 x 67 (Nom) TIM6V Hollow Bar 85 x 61 (Nom) TIM6V Hollow Bar 85 x 55 (Nom) TIM6V Hollow Bar 85 x 50 (Nom) TIM6V Hollow Bar 85 x 45 (Nom) TIM6V Hollow Bar
80 x 63 (Nom) TIM6V Hollow Bar 80 x 56 (Nom) TIM6V Hollow Bar 80 x 50 (Nom) TIM6V Hollow Bar 80 x 45 (Nom) TIM6V Hollow Bar 80 x 40 (Nom) TIM6V Hollow Bar
63.5 I/D x 6.4 Int. Cylinder Finish
65 NB DuraGal Ex-Light P.E. 65 NB I.L.G FirePlus P.E. 65 NB H.D.G. FirePlus G.B.E. 65 NB Galtube Plus P.E. 65 NB DuraGal Light P.E. 76.1 O/D x 3.2 Boiler BS 3059 65 NB DuraGal Med P.E. 65 NB I.L.G Med FirePlus P.E. 65 NB Med P.E./ S&S BS 1387 65 NB Heavy P.E./ S&S BS 1387 65 NB x 4.9 Ammonia BS 3602 76.1 O/D x 6.3 Boiler BS 3059 76.1 O/D x 8.0 Boiler BS 3059 76.1 O/D x 9.5 HFS BS 3601 76.1 O/D x 12.5 HFS BS 3601
Usual Sales Description m2/m
cm2
Z
0.239 0.239 0.239 0.239 0.239 0.239 0.239
0.239
55.00 65.00 69.78 84.82 101 112 131
49.70
14.40 17.10 18.34 22.29 26.43 29.55 34.47
13.00
Please refer to Hollow tables on page 65
8.34 10.10 10.96 13.82 17.11 19.88 24.98
7.45
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow tables on page 65
Surface Area
Area of Section
2.57 2.54 2.53 2.48 2.42 2.39 2.29
2.58
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
6.4
F 76.3
F F F
F
F F F
2.3 2.3 2.3 2.6 3.2 3.2 3.6 3.6 3.6 4.5 4.9 6.3 8.0 9.5 12.5
mm
mm
F 76.1
Thickness
195 195 245 195 195 235 235
195
320 320 410 320 320 410 410
320
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
1.6 2.0 2.0 2.6 2.6 2.6 3.2 3.6 4.0 4.0 4.0 4.8 4.9 5.4 5.49 5.49 5.5 7.62 8.00 9.5 11.13 12.5 15.24
6.4
9.5 11.5 13.5 17.0 20.0
88.9
F 89.0
90.0
F
F
F
F F
F
F F
19.53 22.95 26.23 31.49 35.49
13.04
3.445 4.286 4.286 5.53 5.53 5.75 6.76 7.57 8.47 8.38 8.38 9.96 10.10 11.10 11.29 11.29 11.30 15.27 15.96 18.60 21.33 23.60 27.67
kg/m
Mass per Metre
90 x 71 (Nom) TIM6V Hollow Bar 90 x 67 (Nom) TIM6V Hollow Bar 90 x 63 (Nom) TIM6V Hollow Bar 90 x 56 (Nom) TIM6V Hollow Bar 90 x 50 (Nom) TIM6V Hollow Bar
76.2 I/D x 6.4 Int. Cylinder Finish
88.9 O/D x 1.6 Welded P.E. 88.9 O/D x 2.0 Welded P.E. 80 NB Victaulite pipe 80 NB Ex-Light DuraGal P.E. 80 NB I.L.G FirePlus P.E. 80 NB H.D.G. FirePlus G.B.E. 80 NB DuraGal Light P.E. 88.9 O/D x 3.6 Boiler BS 3059 80 NB Med P.E. S&S BS 1387 80 NB DuraGal Med P.E. 80 NB I.L.G Med FirePlus P.E. 80 NB UltraPipe C350LO AS 1163 80 NB Heavy P.E./ S&S BS 1387 80 NB x 5.4 Ammonia BS 3602 80 NB API Line pipe Sch 40 80 NB ASTM A106 Grade B Sch 40 80 NB UltraPipe C350LO AS 1163 80 NB ASTM A106 Grade B Sch 80 88.9 O/D x 8.0 Boiler BS 3059 88.9 O/D x 9.5 HFS BS 3601 80 NB ASTM A106 Grade B Sch 160 88.9 O/D x 12.5 HFS 80 NB ASTM A106 Grade B Sch XXS
Usual Sales Description
0.279 0.279
Z
88.00 97.70
41.82 51.57 51.57
19.77 22.00
9.41 11.60 11.60
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
Please refer to UltraPipe tables on page 91 12.90 0.279 114 25.60 14.10 0.279 124 27.90 14.38 0.279 126 28.27 14.38 0.279 126 28.27 Please refer to UltraPipe tables on page 91 19.45 0.279 162 36.47 20.33 0.279 168 37.79 23.70 0.279 189 42.61
9.65 10.80
0.279 0.279 0.279
m2/m
cm2
4.39 5.46 5.46
Surface Area
Area of Section
195 245 241 240 240 195 235
2.89 2.87 2.82
195 195
150 150 350
415 320 410
320 410 414 415
414
320 320
275 275 430
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
2.98 2.95 2.96 2.96
3.02 3.00
3.09 3.07 3.07
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F F
Thickness
Outside Diameter
T&P
tube and pipe
81
82
Dimensions and Properties Handbook
10.0 13.0 14.0 16.0 19.5 22.5
10.0 12.5 14.5 18.5 22.0
1.6 2.0 2.6 3.6 6.3 8.0 9.5 12.5
10.5 13.0 17.5 21.5 25.0
11.0 13.5 16.0 20.5 24.5
95.0
100.0
101.6
106.0
112.0
F
F
F
29.06 33.88 39.04 47.63 54.37
26.18 30.78 39.34 46.10 51.34
3.946 4.913 6.348 8.70 14.80 18.50 21.58 27.48
23.06 27.84 31.51 38.28 43.52
21.67 27.08 28.80 32.08 37.33 41.31
kg/m
Mass per Metre
112 x 90 (Nom) TIM6V Hollow Bar 112 x 85 (Nom) TIM6V Hollow Bar 112 x 80 (Nom) TIM6V Hollow Bar 112 x 71 (Nom) TIM6V Hollow Bar 112 x 63 (Nom) TIM6V Hollow Bar
106 x 85 (Nom) TIM6V Hollow Bar 106 x 80 (Nom) TIM6V Hollow Bar 106 x 71 (Nom) TIM6V Hollow Bar 106 x 63 (Nom) TIM6V Hollow Bar 106 x 56 (Nom) TIM6V Hollow Bar
101.6 O/D x 1.6 Welded P.E. 101.6 O/D x 2.0 Welded P.E. 101.6 O/D x 2.6 Welded P.E. 101.6 O/D x 3.6 Boiler BS 3059 101.6 O/D x 6.3 HFS BS 3601 101.6 O/D x 8.0 Boiler BS 3059 101.6 O/D x 9.5 HFS BS 3601 101.6 O/D x 12.5 HFS BS 3601
100 x 80 (Nom) TIM6V Hollow Bar 100 x 75 (Nom) TIM6V Hollow Bar 100 x 71 (Nom) TIM6V Hollow Bar 100 x 63 (Nom) TIM6V Hollow Bar 100 x 56 (Nom) TIM6V Hollow Bar
95 x 75 (Nom) TIM6V Hollow Bar 95 x 69 (Nom) TIM6V Hollow Bar 95 x 67 (Nom) TIM6V Hollow Bar 95 x 63 (Nom) TIM6V Hollow Bar 95 x 56 (Nom) TIM6V Hollow Bar 95 x 50 (Nom) TIM6V Hollow Bar
Usual Sales Description Z
63.00 77.63 99.14 133.00 215.00 260.00 295.00 350.00
12.37 15.28 19.52 26.23 42.33 51.08 57.98 69.69
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
Please refer to Hollow Bar tables on page 65
0.319 0.319 0.319 0.319 0.319 0.319 0.319 0.319
m2/m
cm2
5.02 6.26 8.09 11.08 18.86 23.52 27.49 34.99
Surface Area
Area of Section
3.53 3.52 3.50 3.47 3.38 3.32 3.27 3.18
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F F
Thickness
150 150 150 195 235 195 235 235
275 275 275 320 410 320 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
3.05 3.05 3.18 3.20 3.60 4.50 4.50 4.50 4.78 4.8 5.40 5.40 6.00 6.02 6.02 6.30 8.56 9.50 12.50 13.49 17.12
6.40
11.5 14.0 19.0 23.5 27.5
114.3
F 114.4
118.0
F
F
F
F
F
F
F
F
32.08 37.12 47.79 56.36 63.09
17.05
8.37 8.65 8.70 8.77 9.83 12.10 12.20 12.20 12.89 13.00 14.50 14.50 16.00 16.07 16.07 16.80 22.31 24.60 31.45 33.54 41.01
kg/m
Mass per Metre
118 x 95 (Nom) TIM6V Hollow Bar 118 x 90 (Nom) TIM6V Hollow Bar 118 x 80 (Nom) TIM6V Hollow Bar 118 x 71 (Nom) TIM6V Hollow Bar 118 x 63 (Nom) TIM6V Hollow Bar
101.6 I/D x 6.4 Int. Cylinder Finish
100 NB I.L.G FirePlus P.E. 100 NB H.D.G. FirePlus G.B.E. 100 NB x 3.18 API Line Pipe 100 NB DuraGal Ex-Light P.E. 100 NB DuraGal Light P.E. 100 NB Med P.E./ S&S BS 1387 100 NB DuraGal Med P.E. 100 NB I.L.G Med FirePlus P.E. 100 NB x 4.78 ASTM A106 Grade B 100 NB UltraPipe C350LO AS 1163 100 NB Heavy P.E./ S&S BS 1387 100 NB x 5.4 Ammonia BS 3602 100 NB UltraPipe C350LO AS 1163 100 NB API Line pipe Sch 40 100 NB ASTM A106 Gr B Sch 40 114.3 O/D x 6.3 HFS BS 3601 100 NB ASTM A106 Gr B Sch 80 114.3 O/D x 9.5 HFS BS 3601 114.3 O/D x 12.5 HFS BS 3601 100 NB ASTM A106 Grade B Sch 160 100 NB ASTM A106 Grade B Sch XXS
Usual Sales Description
0.359
Z
233
171
40.80
30.01
cm3
I cm4
Elastic Modulus
Moment of Inertia
Please refer to Hollow Bar tables on page 65
16.44 0.359 247 43.23 Please refer to UltraPipe tables on page 91 18.40 0.359 274 47.90 18.40 0.359 274 47.90 Please refer to UltraPipe tables on page 91 20.48 0.359 301 52.68 20.48 0.359 301 52.68 21.38 0.359 313 54.72 28.43 0.359 400 70.00 31.27 0.359 433 75.75 39.98 0.359 526 91.98
15.40
0.359
m2/m
cm2
11.10
Surface Area
Area of Section
195 245 241 240 235 240 235 235
3.86 3.86 3.83 3.83 3.82 3.75 3.72 3.63
–
240
195
241
–
414 415 410 415 410 410
320 410
415
320
414
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
3.88
3.89
3.93
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F
Thickness
Outside Diameter
T&P
tube and pipe
83
84
Dimensions and Properties Handbook
F
F
F
F F
F
14.0 17.0 20.0 25.0 30.0
3.18 6.55 6.55 9.53
140.0
141.3
10.80 21.78 21.78 30.94
45.20 53.27 61.01 73.01 83.71
16.2 17.0 17.0 19.7 39.2 56.56
39.65 49.72 59.23 69.95 78.48
18.8 27.5 35.3
36.68 42.05 47.82 58.57 67.12
kg/m
Mass per Metre
125 NB x 3.18 API Line Pipe 125 NB API Line pipe Sch 40 125 NB ASTM A106 Grade B Sch 40 125 NB ASTM A106 Grade B Sch 80
140 x 112 (Nom) TIM6V Hollow Bar 140 x 106 (Nom) TIM6V Hollow Bar 140 x 100 (Nom) TIM6V Hollow Bar 140 x 90 (Nom) TIM6V Hollow Bar 140 x 80 (Nom) TIM6V Hollow Bar
125 NB Med P.E./ S&S AS 1074 125 NB Heavy P.E./ S&S AS 1074 125 NB x 5.4 Ammonia BS 3602 139.7 O/D x 6.3 HFS BS 3601 139.7 O/D x 12.5 HFS BS 3601 139.7 O/D x 19.0 HFS BS 3601
132 x 106 (Nom) TIM6V Hollow Bar 132 x 98 (Nom) TIM6V Hollow Bar 132 x 90 (Nom) TIM6V Hollow Bar 132 x 80 (Nom) TIM6V Hollow Bar 132 x 71 (Nom) TIM6V Hollow Bar
127.0 O/D x 6.3 HFS BS 3601 127.0 O/D x 9.5 HFS BS 3601 127.0 O/D x 12.5 HFS BS 3601
125 x 100 (Nom) TIM6V Hollow Bar 125 x 95 (Nom) TIM6V Hollow Bar 125 x 90 (Nom) TIM6V Hollow Bar 125 x 80 (Nom) TIM6V Hollow Bar 125 x 71 (Nom) TIM6V Hollow Bar
Usual Sales Description Z
436 609 746
68.70 95.93 117.00
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.439 0.439 0.439 0.439 0.439 0.439
470 513 513 588 1020 1345
67.30 73.50 73.50 84.27 146 192
13.80 27.73 27.73
0.444 0.444 0.444
329 630 630
46.60 89.29 89.29
Please refer to Hollow Bar tables on page 65
20.70 22.70 22.70 26.40 49.95 72.05
Please refer to Hollow Bar tables on page 65
0.399 0.399 0.399
m2/m
cm2
23.89 35.07 44.96
Surface Area
Area of Section
4.88 4.77 4.77
4.77 4.75 4.75 4.72 4.52 4.32
4.27 4.17 4.07
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
4.88 5.40 5.40 6.30 12.50 19.00
6.30 9.50 12.50
F 127.0 F F
139.7
12.5 15.0 17.5 22.5 27.0
125.0
13.0 17.0 21.0 26.0 30.5
mm
mm
132.0
Thickness
241 241 240
– – 245 235 235 235
235 235 235
414 414 415
325 325 410 410 410 410
410 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
6.3 9.5 12.5 19.0 25.0
14.0 19.0 24.0 30.0 32.5 35.0
2.5 3.4 3.4 4.88 5.40 5.40 12.50
6.4
7.9
F 152.4 F
160.0
F 165.1
F 165.2
168.2
F
F
F
F F
31.23
25.06
10.00 14.00 14.00 19.20 21.30 21.30 47.00
56.46 68.29 82.96 99.02 109.46 110.97
22.70 33.50 43.10 62.50 78.50
49.73 54.36 54.82 71.57 85.54 100.77 102.05
26.28
kg/m
Mass per Metre
152 I/D x 7.9 Int. Cylinder Finish
152 I/D x 6.4 Int. Cylinder Finish
150 NB Victaulite pipe 150 NB Primed FirePlus P.E. 150 NB H.D.G. FirePlus G.B.E. 150 NB Med P.E./ S&S AS 1074 150 NB Heavy P.E./ S&S AS 1074 150 NB x 5.4 Ammonia BS 3602 165.1 O/D x 12.5 HFS BS 3601
160 x 132 (Nom) TIM6V Hollow Bar 160 x 122 (Nom) TIM6V Hollow Bar 160 x 112 (Nom) TIM6V Hollow Bar 160 x 100 (Nom) TIM6V Hollow Bar 160 x 95 (Nom) TIM6V Hollow Bar 160 x 90 (Nom) TIM6V Hollow Bar
152.4 O/D x 6.3 HFS BS 3601 152.4 O/D x 9.5 HFS BS 3601 152.4 O/D x 12.5 HFS BS 3601 152.4 O/D x 19.0 HFS BS 3601 152.4 O/D x 25.0 HFS BS 3601
150 x 125 (Nom) TIM6V Hollow Bar 150 x 122 (Nom) TIM6V Hollow Bar 150 x 118 (Nom) TIM6V Hollow Bar 150 x 106 (Nom) TIM6V Hollow Bar 150 x 95 (Nom) TIM6V Hollow Bar 150 x 84 (Nom) TIM6V Hollow Bar 150 x 80 (Nom) TIM6V Hollow Bar
142.8 O/D x 7.9 Int. Cylinder Finish
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.479 0.479 0.479 0.479 0.479
773 1093 1355 1807 2108
101 143 178 237 276
0.519
0.519 0.519 0.519 0.519
12.80
24.50 27.00 27.00 59.93
788 863 863 1756
422
95.50 104 104 213
51.10
Please refer to Hollow Bar tables on page 65
28.91 42.65 54.93 80.00 100.00
Please refer to Hollow Bar tables on page 65
Surface Area
Area of Section
5.67 5.65 5.65 5.41
5.75
5.17 5.06 4.96 4.76 4.59
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
12.5 14.0 16.0 22.0 27.5 33.0 35.0
150.0
F
7.9
mm
mm
F 142.8
Thickness
Outside Diameter
–
–
– – 245 235
350
235 235 235 235 235
–
–
325 325 410 410
430
410 410 410 410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
T&P
tube and pipe
85
86
Dimensions and Properties Handbook
3.18 4.78 4.78 4.8 5.00 6.35 6.4 7.1 7.11 7.11 10.97 14.27 18.26 21.95
15.0 20.0 26.0 30.0 35.0
15.0 17.0 20.0 27.5 34.0 40.0
15.0 17.5 20.0 29.0 36.0
168.3
170.0
180.0
190.0
F
F F
76.56 85.24 86.98 118.65 140.74
69.77 77.99 81.72 106.57 126.03 142.02
61.92 76.49 95.14 106.67 119.90
12.94 19.23 19.23 25.4 20.13 25.6 33.6 28.2 28.23 28.23 42.56 54.20 67.55 79.18
kg/m
Mass per Metre
190 x 160 (Nom) TIM6V Hollow Bar 190 x 155 (Nom) TIM6V Hollow Bar 190 x 150 (Nom) TIM6V Hollow Bar 190 x 132 (Nom) TIM6V Hollow Bar 190 x 118 (Nom) TIM6V Hollow Bar
180 x 150 (Nom) TIM6V Hollow Bar 180 x 146 (Nom) TIM6V Hollow Bar 180 x 140 (Nom) TIM6V Hollow Bar 180 x 125 (Nom) TIM6V Hollow Bar 180 x 112 (Nom) TIM6V Hollow Bar 180 x 100 (Nom) TIM6V Hollow Bar
170 x 140 (Nom) TIM6V Hollow Bar 170 x 130 (Nom) TIM6V Hollow Bar 170 x 118 (Nom) TIM6V Hollow Bar 170 x 110 (Nom) TIM6V Hollow Bar 170 x 100 (Nom) TIM6V Hollow Bar
150 NB x 3.18 API Line Pipe 150 NB x 4.78 API Line Pipe 150 NB x 4.78 ASTM A106 Grade B 150 NB UltraPipe C350LO AS 1163 150 NB x 5.0 API Line Pipe 150 NB x 6.35 API Line Pipe 150 NB UltraPipe C350LO AS 1163 150 NB UltraPipe C350LO AS 1163 150 NB API Line pipe Sch 40 150 NB ASTM A106 Grade B Sch 40 150 NB ASTM A106 Grade B Sch 80 150 NB ASTM A106 Grade B Sch 120 150 NB ASTM A106 Grade B Sch 160 150 NB ASTM A106 Grade B Sch XXS
Usual Sales Description m2/m
cm2
Z cm3
I cm4
Elastic Modulus
Moment of Inertia
0.529 0.529 0.529
1170 1170 1690
139 139 201
Please refer to Hollow Bar tables on page 65
36.00 36.00 54.20
16.49 0.529 562 66.8 24.55 0.529 821 97.6 24.55 0.529 821 97.6 Please refer to UltraPipe tables on page 91 25.65 0.529 856 102 32.60 0.529 1070 127 Please refer to UltraPipe tables on page 91
Surface Area
Area of Section
241 240 240
240 240
5.77 5.73
5.70 5.70 5.59
241 241 240
414 415 415
415 415
414 414 415
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
5.83 5.78 5.78
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
mm
mm
F F
Thickness
tube and pipe
Outside Diameter
T&P
Dimensions and Properties Handbook
3.0 4.0 4.78 4.8 6.35 6.35 6.4 8.18 8.18 8.2 12.70 12.70 18.26
4.78 6.35 6.35 9.27 9.27 12.70 15.09
4.8 6.4 9.3 12.7
F 219.1
273.0
273.1
F
F
31.8 42.1 60.5 81.6
31.56 41.77 41.77 60.29 60.29 81.54 95.97
16.00 21.1 25.21 25.4 33.31 33.31 33.6 42.53 42.53 42.6 64.30 64.30 90.42
92.25 129.62
32.7 55.9
kg/m
Mass per Metre
250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163 250 NB UltraPipe C350LO AS 1163
250 NB x 4.78 API Line pipe 250 NB API Line pipe Sch 20 250 NB ASTM A106 Grade B Sch 20 250 NB API Line pipe Sch 40 250 NB ASTM A106 Grade B Sch 40 250 NB ASTM A106 Grade B XS 250 NB ASTM A106 Grade B Sch 80
200 NB Victaulite pipe 200 NB UltraPipe C350LO AS 1163 200 NB x 4.78 API Line pipe 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 20 200 NB ASTM A106 Grade B Sch 20 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 40 200 NB ASTM A106 Grade B Sch 40 200 NB UltraPipe C350LO AS 1163 200 NB API Line pipe Sch 80 200 NB ASTM A106 Grade B Sch 80 200 NB ASTM A106 Grade B Sch 120
200 x 160 (Nom) TIM6V Hollow Bar 200 x 140 (Nom) TIM6V Hollow Bar
193.7 O/D x 7.1 HFS BS 3601 193.7 O/D x 12.5 HFS BS 3601
Usual Sales Description Z
1814 2934
187 303
cm3
I cm4
Elastic Modulus
Moment of Inertia
0.858 0.858 0.858 0.858 0.858 0.858 0.858
3623 4745 4745 6626 6626 8824 10200
265 347 347 485 485 646 747 Please refer to UltraPipe tables on page 91
40.28 53.20 53.20 76.70 76.70 104.0 122.0
20.40 0.688 1190 109 Please refer to UltraPipe tables on page 91 32.30 0.688 1860 169 Please refer to UltraPipe tables on page 91 42.44 0.688 2403 219 42.44 0.688 2403 219 Please refer to UltraPipe tables on page 91 54.20 0.688 3018 275 54.20 0.688 3018 275 Please refer to UltraPipe tables on page 91 82.60 0.688 4412 401 82.60 0.688 4412 401
Please refer to Hollow Bar tables on page 65
0.608 0.608
m2/m
cm2
41.60 71.16
Surface Area
Area of Section
241 240 241 240
7.47 7.47 7.32 7.32
241 241 240 241 240 240 240
241 240
7.53 7.53
9.48 9.42 9.42 9.32 9.32 9.22 9.13
241
350
235 235
414 414 415 414 415 415 415
414 415
414 415
414 415
414
430
410 410
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
7.58
7.64
6.60 6.42
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
20.0 30.0
200.0
F
7.1 12.5
mm
mm
F 193.7
Thickness
Outside Diameter
T&P
tube and pipe
87
88
Dimensions and Properties Handbook
6.4 9.5 9.53 9.53 12.7 12.7
6.35 6.4 9.5 9.53 9.53 12.7
6.4 9.5 12.7 6.35 9.35
355.6
406.4
457.0
F
6.4 9.5 12.7
323.9
71.1 105 139 79.17 117.06
93.21 63.1 93.0 93.0 62.62 123
63.1 93.0 81.1 81.18 107 107.38
50.1 73.7 97.5
131.90
37.53 49.40 49.40 61.69 73.70 73.70 79.65
kg/m
Mass per Metre
400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 500 NB API Line pipe Sch 10 500 NB API Line pipe Sch STD
400 NB API Line pipe Sch 10 400 NB UltraPipe C350L0 AS 1163 400 NB UltraPipe C350L0 AS 1163 400 NB ASTM A106 Grade B Sch 30 400 NB API Line pipe Sch STD 400 NB UltraPipe C350L0 AS 1163
350 NB UltraPipe C350L0 AS 1163 350 NB UltraPipe C350L0 AS 1163 350 NB ASTM A106 Grade B Sch 30 350 NB API Line pipe Sch STD 350 NB UltraPipe C350L0 AS 1163 350 NB ASTM A106 Grade B Sch XS
300 NB UltraPipe C350LO AS 1163 300 NB UltraPipe C350LO AS 1163 300 NB UltraPipe C350LO AS 1163
300 NB x 4.78 API Line pipe 300 NB API Line pipe Sch 20 300 NB ASTM A106 Grade B Sch 20 300 NB x 7.92 ASTM A106 Grade B 300 NB API Line pipe STD 300 NB ASTM A106 Grade B STD 300 NB ASTM A106 Grade B Sch 40 300 NB ASTM A106 Grade B XS 300 NB ASTM A106 Grade B Sch 80
Usual Sales Description
1.02
Z
19790
6096 7989 7989 9809 11600 11600 12490 1220
377 494 494 606 717 717 771
cm3
I cm4
Elastic Modulus
Moment of Inertia
15500
871
1.28
23300
1150
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
118
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
1.12
Please refer to UltraPipe tables on page 91
Please refer to UltraPipe tables on page 91
103
168
1.02 1.02 1.02 1.02 1.02 1.02 1.02
m2/m
cm2
47.9 63.4 63.4 78.6 93.8 93.8 102
Surface Area
Area of Section
14.0
12.2
10.8
11.3 11.3 11.3 11.2 11.1 11.1 11.0
cm
r
Radius of Gyration
These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please your local Steel & Tube branch.
508.0
4.78 6.35 6.35 7.92 9.52 9.52 10.31 12.7 17.48
mm
mm
F 323.8
Thickness
240
240
240
241 241 240 240 241 240 240
415
415
415
414 414 415 415 414 415 415
MPa
min
min MPa
Ultimate Tensile Strength
Yield Stress
tube and pipe
Outside Diameter
T&P
mm
mm
Dimensions and Properties Handbook
17.9
16.6
14.5
12.2
10.3
8.38
7.95
6.44
6.19
5.03
4.37
3.56
3.79
3.09
2.93
2.41
1.87
1.56
5.0 CHS
114.3 x 5.4 CHS
4.5 CHS
88.9 x 5.0 CHS
4.0 CHS
76.1 x 4.5 CHS
3.6 CHS
60.3 x 4.5 CHS
3.6 CHS
48.3 x 4.0 CHS
3.2 CHS
42.4 x 4.0 CHS
3.2 CHS
33.7 x 4.0 CHS
3.2 CHS
26.9 x 3.2 CHS
2.6 CHS
m2/t
0.0845
0.0845
0.106
0.106
0.133
0.133
0.152
0.152
0.189
0.189
0.239
0.239
0.279
0.279
0.359
0.359
0.439
0.439
0.519
54.2
45.2
44.0
36.1
43.1
35.2
42.6
34.7
37.6
30.6
37.1
30.1
33.3
27.0
29.5
24.8
26.4
24.5
26.3
24.4
m2/m
0.519
per t
per m
External Surface Area
10.3
8.41
10.5
8.43
13.3
10.6
15.1
12.1
16.8
13.4
21.1
16.9
22.2
17.8
25.4
21.2
27.9
25.9
33.0
30.6
t
do
198
238
307
373
394
483
453
557
641
789
820
1010
1070
1320
1550
1850
2120
2280
2510
2710
mm2
Ag
Gross Section Area
0.0148
0.0170
0.0360
0.0419
0.0762
0.0899
0.116
0.138
0.259
0.309
0.540
0.651
0.963
1.16
2.34
2.75
4.81
5.14
8.07
8.65
106mm4
I
1.10
1.27
2.14
2.49
3.59
4.24
4.80
5.70
8.58
10.2
14.2
17.1
21.7
26.2
41.0
48.0
68.8
73.7
97.7
105
103mm3
Z
1.54
1.81
2.99
3.55
4.93
5.92
6.52
7.87
11.6
14.0
18.9
23.1
28.9
35.2
54.3
64.1
90.8
97.4
128
138
103mm3
S
About any axis
Properties
8.64
8.46
10.8
10.6
13.9
13.6
16.0
15.7
20.1
19.8
25.7
25.4
30.0
29.7
38.9
38.5
47.7
47.5
56.6
56.5
mm
r
o
0.0296
0.0341
0.0721
0.0838
0.152
0.180
0.232
0.275
0.517
0.618
1.08
1.30
1.93
2.33
4.69
5.49
9.61
10.3
16.1
17.3
106mm4
J
Torsion Constant
x
2.20
2.53
4.28
4.97
7.19
8.48
9.59
11.4
17.2
20.5
28.4
34.2
43.3
52.4
82.0
96.1
138
147
195
209
103mm3
C
Torsion Modulus
y
y
x
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
1.00
1.00
kf
Form Factor
10.3
8.41
10.5
8.43
13.3
10.6
15.1
12.1
16.8
13.4
21.1
16.9
22.2
17.8
25.4
21.2
27.9
25.9
33.0
30.6
ls
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
(C,N,S)
1.54
1.81
2.99
3.55
4.93
5.92
6.52
7.87
11.6
14.0
18.9
23.1
28.9
35.2
54.3
64.1
90.8
97.4
128
138
103mm3
Compactness(3) Ze
About any axis
Properties for Design to AS 4100
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 250 MPa and design tensile strength fu = 320 MPa as per AS 4100 table 2.1 for AS 1163 grade C250L0. 2. Grade C250L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
19.7
5.0 CHS
21.3
kg/m
Mass per metre
Dimension and Ratios
139.7 x 5.4 CHS
165.1 x 5.4 CHS
t
do
Designation
Dimensions and Properties Grade C250L0 (AS 1163)
Circular Hollow Sections
CHS
Circular hollow sections
89
90
0.189
0.152
0.133
0.106
0.0845
2.61
1.99
1.56
1.23
48.3 x 2.3 CHS(1)
42.4 x 2.0 CHS(1)
33.7 x 2.0 CHS(1)
26.9 x 2.0 CHS(1)
68.8
67.7
66.8
58.2
57.6
50.7
14.2
17.7
22.3
22.0
27.4
30.4
t
do
149
190
242
319
402
578
mm2
Af
Full Section Area
0.0117
0.0241
0.0497
0.0848
0.170
0.392
106mm4
I
0.872
1.43
2.34
3.51
5.63
10.3
103mm3
Z
1.19
1.92
3.12
4.68
7.43
13.5
103mm3
S
About any axis mm
r
8.86
11.3
14.3
16.3
20.6
26.0
Full Section Properties
0.0235
0.0482
0.0993
0.170
0.339
0.784
106mm4
J
Torsion Constant
1.74
2.86
4.69
7.03
11.3
20.6
103mm3
C
Torsion Modulus
149
190
242
319
402
578
mm
Ae
Effective Section Area
y
0.0117
0.0241
0.0497
0.0848
0.170
0.392
106mm4
Ie
1.09
1.79
2.93
4.39
7.03
12.9
103mm3
Ze
About any axis
Effective Section Properties
x
Notes: 1. In this table, the properties of these products are calculated in accordance with AS/NZS 4600 using design yield stress fy = 350 MPa and design tensile strength fu = 380 MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Mass per metre” and “External Surface Area per t”) are calculated using design thicknesses of 1.1mm, 1.9mm, 2.2mm and 2.5mm rather than the respective thicknesses t of 1.2mm, 2.0mm, 2.3mm and 2.6mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600.
0.239
3.29
m2/t
m2/m
4.71
kg/m
per t
per m
External Surface Area
60.3 x 2.3 CHS(1)
mm
mm
Mass per metre
76.1 x 2.6 CHS(1)
t
do
Designation
x
y
Circular hollow sections
Dimension and Ratios
Dimensions and Properties Grade C350L0 (Tubeline 350L0 – Type 1)
Galtube Plus Circular Hollow Sections
o
Galtube Plus
Dimensions and Properties Handbook
About any axis
1790 1090 1970 1450 895 1490 1130 710 1230 939 601 862 647 441 312
N N N C N N C N N C C N C C N N
67.3 100 44.8 59.9 88.9 39.2 52.4 77.8 35.7 47.7 70.9 30.1 41.1 59.7 79.7
1.00 0.904 1.00 1.00 0.960 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2930 2010 3000 2300 1580 2260 1740 1200 1860 1430 994 1290 983 699 533
669 460 609 467 322 403 310 214 301 232 161 177 134 95.4 72.8
158 159 139 140 141 121 122 123 110 111 112 92.2 93.3 94.3 94.9
1900 1300 1970 1500 1020 1490 1140 781 1230 939 645 862 647 455 346
1460 1010 1500 1150 792 1130 871 602 930 717 497 646 492 349 267
334 230 305 233 161 201 155 107 151 116 80.5 88.3 67.1 47.7 36.4
13400 9060 15700 11800 8040 13700 10300 7020 12400 9380 6380 10400 7710 5360 4050
48.1 71.4 32.0 42.8 63.5 28.0 37.4 55.6 25.5 34.1 50.6 21.5 29.4 42.7 56.9
13.7 20.2 10.4 13.7 20.2 10.4 13.8 20.3 10.4 13.8 20.3 10.5 14.2 20.4 27.0
1.44
1.44
1.28
1.28
1.28
1.12
1.12
1.12
1.02
1.02
1.02
0.858
0.858
0.858
0.858
105
71.1
123
93.0
63.1
107
81.1
55.1
97.5
73.7
50.1
81.6
60.5
42.1
31.8
9.5 CHS
6.4 CHS
9.5 CHS
6.4 CHS
9.5 CHS
6.4 CHS
323.9 x 12.7 CHS
9.5 CHS
6.4 CHS
273.1 x 12.7 CHS
9.3 CHS
6.4 CHS
4.8 CHS
Dimensions and Properties Handbook
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
355.6 x 12.7 CHS
406.4 x 12.7 CHS
103mm3
2500
(C,N,S)
50.4 1.00
103mm3
3830
876
Compactness(3) Ze
106mm4
mm
ls
157
103mm3
kf
2510
103mm3
C
1920
106mm4
J
438
mm2
r
17700
S
Properties for Design To AS 4100
36.0
Z
About any axis
Form Factor
m2/t
I
Torsion Modulus
10.3
Ag
Torsion Constant
m2/m
t
do
Gross Section Area
y
x
1.44
kg/m
per t
per m
External Surface Area
x
y
139
mm
mm
Mass per metre
Properties
o
457.0 x 12.7 CHS
t
do
Designation
Dimension and Ratios
Dimensions and Properties Grade C350L0 (AS 1163)
UltraPipe Circular Hollow Sections
UP
Ultrapipe Circular hollow sections
91
92 About any axis
Dimensions and Properties Handbook
9.96
4.8 CHS
28.1
18.5
16.2 1270
1440 1.12
1.26
25.3
28.3
43.4
34.0
38.3
57.6
29.8
29.6
38.8
2.25
2.52
4.96
50.6
56.6
86.8
1.00
1.00
1.00
25.9
22.6
33.3
C
C
C
Notes: 1. This table is calculated in accordance with AS 4100 using design yield stress fy = 350 MPa and design tensile strength fu = 430 MPa as per AS 4100 table 2.1 for AS 1163 grade C350L0. 2. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. 3. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100.
0.279
24.7
2.48
34.0
38.3
57.6
70.4
0.279
1650
C
11.3
23.8
26.7
88.9 x 5.5 CHS
27.7
1.00
0.359
105
13.0
6.00
4.8 CHS
38.3
128 70.4
16.0
114.3 x 6.0 CHS
52.5
49.1 1.00 196 16.5 57.8 128
98.0
8.25
2470
35.1
27.3
0.529
19.4
4.8 CHS 3.00
168 C
36.8 1.00 254 21.4 57.3
168
127
10.7
3260
26.3
20.7
0.529
25.6
6.4 CHS 2040
185 C
33.2 1.00 278 23.4 57.0
185
139
11.7
3600
23.7
18.7
0.529
28.2
168.3 x 7.1 CHS
19.1
169 C
76.7 1.00 286 31.3
76.1
185
143
15.6
2700
54.8
32.4
0.688
21.2
4.0 CHS
22.4
210 N
63.9 1.00 339 37.1
75.8
220
169
18.6
3230
45.6
27.1
0.688
25.4
4.8 CHS
0.359
290 C N
47.9 1.00 442 48.4
75.2
290
221
24.2
4280
34.2
20.5
0.688
33.6
6.4 CHS
103mm3
365 C 552
60.5
(C,N,S)
37.4 1.00
103mm3
106mm4
mm
74.6
103mm3
365
103mm3
Compactness(3) Ze
276
ls
30.3
kf
106mm4
mm2
C
5430
J
26.7
r
Properties for Design to AS 4100
m2/t
S
Form Factor
16.1
Z
About any axis
Torsion Modulus
m2/m
I
Torsion Constant
0.688
Ag
Properties
kg/m
t
do
Gross Section Area
42.6
mm
mm
per t
per m
External Surface Area
y
x
219.1 x 8.2 CHS
t
do
Mass per metre
Dimension and Ratios
x
y
Ultrapipe Circular hollow sections
Designation
Dimensions and Properties Grade C350L0 (AS 1163)
UltraPipe Circular Hollow Sections
o
UP
Gas
Dimensions and Properties Handbook
3
4
Combustible liquids
Any other liquids not above
HHT* Harmful to Human Tissues
Flammable Toxic HHT*
2
Flammable Toxic HHT* (includes steam and cryogenic)
––
Any other gases not above
Lethal
1
Fluid
Lethal
Liquid
AS 4041 Table 1.4 Classes for Fluids
Yes
Yes
Yes
Yes
1
Yes
10MPa (gas) Yes (liquid)
Yes 10MPa
No
2A
Class
Yes
No
No
No
2P
Yes
Yes
Yes 2MPa max DN150
No
3
Water and other safe fluids.
Any other liquids not covered above
4
HHT* Harmful to Human Tissues
Steam, petroleum, methane, aviation fuel, chlorine, CO2, cryogenic fluids Argon, neon, nitrogen, air, fuel oil, crude oil, machine oil
Carbonyl chloride, cyanogen, hydrocyanic acid, xylyl bromide.
Flammable, toxic HHT* Gas and combustible liquids not covered above
2 3
Example
Lethal fluids
Type
1
Fluid
Fluid Type Examples
These features mean it can be used in a wide variety of applications, including: • Pressure piping for flammable, toxic, high pressure or lethal fluids and gases. • Pipelines for gas and liquid petroleum. • Structural and architectural uses in buildings and bridges. • Water bore casing. (Imported grade B and grade X42 line pipe does not comply with AS1396 due to the higher mechanical properties specified in this bore casing standard.)
Available in sizes from 88.9mm O.D. to 457.Omm O.D., UltraPipe is created using continuous cast steel strip of low carbon equivalent, which is ed using the high‑frequency electric resistance welding (HFERW) process. This process produces a flawless, continuous longitudinal seam of unparalleled symmetry and strength. UltraPipe is a straighter, rounder pipe of more consistent wall thickness, and it has a tighter bevel tolerance than required by most standards.
UltraPipe Pressure Ratings
UP
Ultrapipe Circular hollow sections
93
94
Dimensions and Properties Handbook
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.3 6.4 4.8
8.2 6.4 4.8 4.0
7.1 6.4 4.8
6.0 4.8
5.5 4.8
355.6 355.6 355.6
323.9 323.9 323.9
273.1 273.1 273.1 273.1
219.1 219.1 219.1 219.1
168.3 168.3 168.3
114.3 114.3
88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
12.7 9.5 6.4
406.4 406.4 406.4
WT
12.7 9.5 6.4
OD
457.0 457.0 457.0
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
100ºC
156 0.925 1 1
Fluid 4
156 176 0.925 0.925 1 1 1 1
Fluid 3 176 0.925 1 1
Maximum Operating Temperature
156 0.925 1 1
Fluid 2
156 176 0.925 0.925 1 1 1 1
Fluid 1
176 0.925 1 1
12.7 9.5 6.4 12.7 9.5 6.4 12.7 9.3 6.4 4.8 8.2 6.4 4.8 4.0 7.1 6.4 4.8 6.0 4.8 5.5 4.8
355.6 355.6 355.6 323.9 323.9 323.9 273.1 273.1 273.1 273.1 219.1 219.1 219.1 219.1 168.3 168.3 168.3 114.3 114.3 88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
e
1
1 1 1 1 1 Maximum Operating Temperature
1
1
1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
10.0 10.0
10.0 10.0
10.0 10.0
10.0 10.0
10.0 10.0 8.5
10.0 8.7 6.5 5.4
10.0 9.8 7.3 6.1 10.0 10.0 9.6
10.0 10.0 7.0 5.2
10.0 8.8 5.8
10.0 8.0 5.3
10.0 6.9 4.6
8.3 6.2 4.1
10.0 10.0 7.8 5.9
10.0 9.9 6.6
10.0 9.0 6.0
10.0 7.8 5.2
9.3 6.9 4.6
10.0 10.0
10.0 10.0
10.0 10.0 9.6
10.0 9.8 7.3 6.1
10.0 10.0 7.8 5.9
10.0 9.9 6.6
10.0 9.0 6.0
10.0 7.8 5.2
9.3 6.9 4.6
10.0 10.0
10.0 10.0
10.0 10.0 8.5
10.0 8.7 6.5 5.4
10.0 10.0 7.0 5.2
10.0 8.8 5.8
10.0 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
21.5 18.6
18.1 14.3
14.4 12.9 9.6
12.7 9.8 7.3 6.1
15.9 11.5 7.8 5.9
13.3 9.9 6.6
12.1 9.0 6.0
10.5 7.8 5.2
9.3 6.9 4.6
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient 100ºC Ambient 100ºC
1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
12.7 9.5 6.4
406.4 406.4 406.4
WT
12.7 9.5 6.4
OD
457.0 457.0 457.0
Weld t factor
Design Strength MPa f Thickness tolerance factor Piping class factor M
Fluid 2
Fluid 3 Fluid 3 Fluid 4 Gas Gas Liquid Liquid 176 156 176 156 176 156 176 156 176 156 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 0.925 1 1 1 1 1 1 1 1 1 1
Fluid 1
Class 2A – AS 4041 Maximum operating pressures in MPa for UltraPipe
Ultrapipe Circular hollow sections
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
Class 1 – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
Dimensions and Properties Handbook
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.3 6.4 4.8
8.2 6.4 4.8 4.0
7.1 6.4 4.8
6.0 4.8
5.5 4.8
457.0 457.0 457.0
406.4 406.4 406.4
355.6 355.6 355.6
323.9 323.9 323.9
273.1 273.1 273.1 273.1
219.1 219.1 219.1 219.1
168.3 168.3 168.3
114.3 114.3
88.9 88.9
-45 -50
-45 -50
-35 -40 -50
-30 -40 -50 -50
-20 -25 -40 -50
-20 -25 -40
-20 -25 -40
-20 -25 -40
-20 -25 -40
MDMTºC
99ºC
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
Ambient
156 0.925 1 1
Fluid 1
176 0.925 1 1
208 0.925 1 1
Fluid 3 176 0.925 1 1
99ºC
This class is not suitable for fluid 2
This class is not suitable for fluid 2
Ambient
99ºC
This class is not suitable for fluid 3
This class is not suitable for fluid 3
This class is not suitable for fluid 3
Ambient
Maximum Operating Temperature
156 0.925 1 1
Fluid 2
176 0.925 1 1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
WT
OD
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
25.4 22.0
21.4 16.9
17.0 15.3 11.3
15.0 11.6 8.7 7.2
18.8 13.6 9.3 6.9
15.7 11.7 7.8
14.3 10.6 7.1
12.5 9.2 6.2
11.0 8.2 5.5
Ambient
208 0.925 1 1
19.1 16.5
16.0 12.7
12.7 11.4 8.5
11.3 8.7 6.5 5.4
14.1 10.2 7.0 5.2
11.8 8.8 5.8
10.7 8.0 5.3
9.3 6.9 4.6
8.3 6.2 4.1
99ºC
156 0.925 1 1
Fluid 4
Class 2P – AS 4041 Maximum operating pressures in MPa for UltraPipe
5.5 4.8
6.0 4.8
7.1 6.4 4.8
8.2 6.4 4.8 4.0
12.7 9.3 6.4 4.8
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
12.7 9.5 6.4
WT
-25 -30
-25 -30
-15 -20 -30
-10 -20 -30 -30
-0 -5 -20 -30
-0 -5 -20
-0 -5 -20
-0 -5 -20
-0 -5 -20
MDMTºC
This class is not suitable for fluid 1
This class is not suitable for fluid 1
This class is not suitable for fluid 1
Ambient 100ºC
156 0.925 0.6 1
Fluid 1 176 0.925 0.6 1
156 0.925 0.6 1
Fluid 3 176 0.925 0.6 1
100ºC
2.0 2.0
2.0 2.0
2.0 2.0 2.0
2.0 2.0
2.0 2.0
2.0 2.0 2.0
This class is only suitable for 168mm diameter maximum in fluid 2
Ambient
12.9 11.2
10.8 8.6
8.6 7.7 5.8
7.6 5.9 4.4 3.6
9.5 6.9 4.7 3.5
8.0 5.9 4.0
7.3 5.4 3.6
6.3 4.7 3.1
5.6 4.2 2.8
Ambient
11.4 9.9
9.6 7.6
7.6 6.9 5.1
6.8 5.2 3.9 3.2
8.5 6.1 4.2 3.1
7.1 5.3 3.5
6.4 4.8 3.2
5.6 4.2 2.8
5.0 3.7 2.5
100ºC
Maximum Operating Temperature
156 0.925 0.6 1
Fluid 2 176 0.925 0.6 1
Note 1: For other temperatures consult AS4041 for appropriate pressure ratings. Note 2: MDMT = Material Design Minimum Temperature.
88.9 88.9
114.3 114.3
168.3 168.3 168.3
219.1 219.1 219.1 219.1
273.1 273.1 273.1 273.1
323.9 323.9 323.9
355.6 355.6 355.6
406.4 406.4 406.4
457.0 457.0 457.0
OD
Design Strength MPa f Thickness tolerance factor Piping class factor M Weld t factor e
12.9 11.2
10.8 8.6
8.6 7.7 5.8
7.6 5.9 4.4 3.6
9.5 6.9 4.7 3.5
8.0 5.9 4.0
7.3 5.4 3.6
6.3 4.7 3.1
5.6 4.2 2.8
Ambient
176 0.925 0.6 1
11.4 9.9
9.6 7.6
7.6 6.9 5.1
6.8 5.2 3.9 3.2
8.5 6.1 4.2 3.1
7.1 5.3 3.5
6.4 4.8 3.2
5.6 4.2 2.8
5.0 3.7 2.5
100ºC
156 0.925 0.6 1
Fluid 4
Class 3 – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
Ultrapipe Circular hollow sections
95
CCI conversion and comparison information
Useful Equivalents One U.K. gallon
= = = = =
277.42 cubic in 0.160544 cubic ft 10 lb of water at 62ºF 4.54596 litre 1.20094 U.S. gallon
One U.S. gallon
= = =
0.83268 U.K. gallon 8.3268 lb of water 3.78531 litre
One litre
= =
0.219967 U.K. gallon 0.264178 U.S. gallon
One cubic in. of water
= =
0.036047 lb 0.0036047 U.K. gallon
One cubic ft of water
= = = = =
6.22884 U.K. gallon 7.48047 U.S. gallon 28.3161 litre 62.288 lb 0.0278 ton
One lb of water
= = = =
27.742 cubic in 0.10 U.K. gallon 0.120094 U.S. gallon 0.45359237 kilogramme
One ton of water
= = = =
35.962 cubic ft 224 U.K. gallon 269.01056 U.S. gallon 1018.2950 litre
lbf
= =
4.44822 N .45393 kgf
N
= =
0.22481 lbf 0.10197 kgf
kgf
= =
2.20462 lbf 9.80665 N
= = = = = =
2.30667 feet head 6.89476 kN/m2 0.0689476 bars 0.07031 kgf/cm2 0.06805 atm 0.7031 metres head
lbf/in2
feet head
= = = = = =
0.43353 lbf/in2 2.98907 kN/m2 0.2965 bars 0.03048 kgf/cm2 0.02950 atm 0.3048 metres head
kN/m2
= = = = = =
0.14538 lbf/in2 0.334558 feet head 0.001 bars 0.0101972 kgf/cm2 0.0098694 atm 0.101972 metres head
bar
= = = = = =
14.5038 lbf/in2 33.4558 feet head 100 kN/m2 1.01972 kgf/cm2 0.98694 atm 10.1972 metres head
kgf/cm2
= = = = = =
14.2233 lbf/in2 32.8084 feet head 0.0098067 kN/m2 0.98067 bars 0.96784 atm 10 metres head
atm
= = = = = =
14.6959 lbf/in2 33.8986 feet head 101.325 kN/m2 1.01325 bars 1.03323 kgf/cm2 10.3323 metres head
tonf/in2
= = =
15.4443 MN/m2 1.54443 h bars 1.57488 kgf/mm2
MN/m2
= = =
0.064749 tonf/in2 0.1 h bars 0.101972 kgf/mm2
h bar
= = =
0.64749 tonf/in2 10 MN/m2 1.01972 kgf/mm2
Conversion Factors To calculate the mass of steel: Round dia. mm2 x 0.006165 Hexagon size mm2 x 0.006798 Square thickness mm2 x 0.00785 Flat width in mm x thickness in mm x 0.00785
96
= kg per metre = kg per metre = kg per metre = kg per metre
Dimensions and Properties Handbook
Dimensions and Properties Handbook
Force
Mass
kilonewton
tonne
short ton US
1000 pound force
tonne
ton
kilonewton
kilogram & tonne
ton
newton
kilogram
hundredweight
ton force
kilogram
pound force
gram
pound
cubic metre
cubic yard
ounce
cubic millimetre cubic metre
cubic inch
cubic foot
Volume
litre
square metre
gallon (UK)
square metre
square yard
kilometre
mile
square foot
metre
mile
square millimetre
metre
yard
square millimetre
metre
foot
square inch
millimetre
square foot
millimetre
foot
Imperial
inch
Liquid
Area
Length
Unit
Imperial to Metric Conversion Factors Metric
1 kip = 4.448 kN
1 tonf = 9.964 kN
1 lbf = 4.448 N
1 short ton = 0.9072 tonne
1 ton = 1.016 tonne
1 ton = 1016 kg
1 cwt = 50.80 kg
1 lb = 0.4536 kg
1 oz = 28.35 g
1 yd3 = 0.7646 m3
1 ft3 = 0.02832 m3
1 in3 = 16387 mm3
1 gal = 4.546 litre
1 yd2 = 0.8361 m2
1 ft2 = 0.09290 m2
1 ft2 = 92900 mm2
1 in2 = 645.2 mm2
1 mile = 1.609 km
1 mile = 1609 m
1 yd = 0.9144 m
1 ft = 0.3048 m
1 ft = 304.8 mm
1 in = 25.40 mm
Imperial to Metric Conversion
CCI
conversion and comparison information
97
98 kilogram per cubic metre kilogram per cubic metre
pound per cubic foot
pound per cubic yard
watt watt watt
foot pound per second
horsepower
British thermal units per hour
Power
Dimensions and Properties Handbook metre per second kilometre per hour millimetre per second
foot per second
mile per hour
inch per second
Velocity
joules
foot pounds-force
Energy
millimetre4
inch4
kilonewton metre
tons force foot
Second Moment of Area (Moment of Inertia)
kilonewton metre
1000 pound force inch
millimetre3
newton metre
pound force foot
inch3
newton metre
pound force inch
Modulus of Section
Moment of Force (Torque)
kilogram per cubic metre
pound per cubic inch
Mass per Unit Volume
kilogram per square metre kilogram per square metre
pound per square inch pound per square foot
Mass per Unit Area
kilogram per metre kilogram per metre
megapascal (newton per square mm)
1000 pound force per square inch
pound per foot pound per yard
megapascal (newton per square mm)
ton force per square inch
Mass per Unit Length
1 lbf/in2 = 6.895 kPa (N/mm2 x 10-3)
kilopascal (newton per square mm x 10-3)
pound force per square inch
1 ips = 25.40 mm/s
1 mph = 1.609 km/h
1 fps = 0.3048 m/s
1 ft lbf = 1.356 J
1 Btu/h = 0.2931 W
1 hp = 754.7 W
1 ft lbf/s = 1.356 W
1 inch4 = 416 200 mm4
1 inch3 = 16 390 mm3
1 ton ft = 3.037 kN m
1 kip in = 0.113 kN m
1 lbf ft = 1.356 N m
1 lbf in = 0.113 N m
1 lb/yd3 = 0.5933 kg/m3
1 lb/ft3 = 16.02 kg/m3
1 lb/in3 = 27680 kg/m3
1 lb/in2 = 703.1 kg/m2 1 lb/ft2 = 4.882 kg/m2
1 lb/ft = 1.488 kg/m 1 lb/yd = 0.4961 kg/m
1 kip/in2 = 6.895 MPa (N/mm2)
1 tonf/in2 = 15.44 MPa (N/mm2)
1 lbf/in2 = 0.006895 MPa (N/mm2)
megapascal (newton per square mm)
pound force per square inch
conversion and comparison information
Stress and Pressure
Imperial to Metric Conversion Factors - continued
CCI
Dimensions and Properties Handbook
* Conversion between metric units
Force
Mass
1 kN = 0.2248 kip 1 kgf = 9.807 N* 1 N = 0.1020 kgf*
1 kN = 0.1004 tonf kilogram force-newton*
1 N = 0.2248 lbf
1 tonne = 1.102 short ton
1 tonne = 0.9842 ton
kilonewton
tonne
short ton US
1 kg = 0.0009842 ton
1000 pound force
tonne
ton
1 kg = 0.01968 cwt
kilonewton
kilogram & tonne
ton
1 kg = 2.205 lb
newton
kilogram
hundredweight
1 g = 0.03527 oz
1 m3 = 1.308 yd3
1 m3 = 35.31 ft3
1 mm3 = 0.00006102 in3
1 litre = 0.2200 gal
1 m2 = 1.196 yd2
1 m2 = 10.76 ft2
1 mm2 = 0.00001076 ft2
1 mm2 = 0.001550 in2
1 km = 0.6214 mile
1 m = 0.0006214 mile
1 m = 1.094 yd
1 m = 3.281 ft
1 mm = 0.003281 ft
1 mm = 0.03937 in
Imperial to Metric Conversion
ton force
kilogram
Metric
pound force
gram
pound
cubic metre
cubic yard
ounce
cubic millimetre cubic metre
cubic inch
cubic foot
Volume
litre
square metre
square yard
gallon (UK)
square metre
kilometre
mile
square foot
metre
mile
square millimetre
metre
yard
square millimetre
metre
foot
square foot
millimetre
square inch
millimetre
foot
Imperial
inch
Liquid
Area
Length
Unit
Metric to Imperial Conversion Factors
CCI
conversion and comparison information
99
100 kilogram per cubic metre kilogram per cubic metre
pound per cubic foot
pound per cubic yard
Dimensions and Properties Handbook watt watt watt
foot pound per second
horsepower
British thermal units per hour
Power
kilometre per hour millimetre per second
mile per hour
inch per second
* Conversion between metric units
metre per second
foot per second
Velocity
joules (1 kW h = 3 600 000 J 1 kW h = 3.6 MJ)
foot pounds-force
Energy
millimetre4
inch4
kilogram force per metre – newton metre*
Second Moment of Area (Moment of Inertia)
kilonewton metre
tons force foot
millimetre3
kilonewton metre
1000 pound force inch
inch3
1 kN m = 0.3293 tonf ft 1 kgf m = 9.807 N m* 1 N m = 0.102 kgf m*
newton metre
1 mm/s = 0.03937 ips
1 km/h = 0.6214 mph
1 m/s = 3.281 fps
1 J = 0.7376 ft lbf
1 W = 3.412 Btu/h
1 W = 0.001341 hp
1 W = 0.7376 ft lbf/s
1mm4 = 0.0002403 in4
1 mm3 = 0.00006102 in3
1 kN m = 8.851 kip in
1 N m = 0.7376 lbf ft
newton metre
pound force foot
1 N m = 8.851 lbf in
1 kg/m3 = 1.686 lb/yd3
1 kg/m3 = 0.0624 lb/ft3
1 kg/m3 = 0.00003605 lb/in3
1 kg/m2 = 0.001422 lb/in2 1 kg/m2 = 0.2048 lb/ft2
1 kg/m = 0.672 lb/ft 1 kg/m = 2.016 lb/yd
1 MPa (N/mm2)= 0.06476 tonf/in2
pound force inch
Modulus of Section
Moment of Force (Torque)
kilogram per cubic metre
pound per cubic inch
Mass per Unit Volume
kilogram per square metre kilogram per square metre
pound per square inch pound per square foot
Mass per Unit Area
kilogram force per square mm – megapascal (newton per square mm) kilogram per metre kilogram per metre
1 kgf/mm2 = 9.807 MPa (N/mm2)
megapascal (newton per square mm)
1000 pound force per square inch
pound per foot pound per yard
1 MPa (N/mm2) = 0.1450 kip/in2
megapascal (newton per square mm)
ton force per square inch
1 kPa (N/mm2 x 10-3) = 0.1450 lbf/in2
kilopascal (newton per square mm x 10-3)
pound force per square inch
1 MPa (N/mm2) = 145.0 lbf/in2
megapascal (newton per square mm)
pound force per square inch
conversion and comparison information
Mass per Unit Length
Stress and Pressure
Metric to Imperial Conversion Factors- continued
CCI
CCI
Comparison Grades – International Table This comparison chart has been compiled for customers who work to overseas drawings and specifications. It is a guide only as standards or brand names are seldom exactly identical. Grade
German Mat. No
Saarstahl Grade
Rochling
AISI
BS 4659
BS 970 Part1
JIS
High
1.3243
1.3243
GIANT M5 CO M35
BM35
SKH 55
Speed
1.3247
1.3247
GIANT 101
M42
BM42
SKH 59
Steels
1.3343
1.3343
GIANT M5
M2
BM2
SKH 51
Hot
1.2343
1.2343
RDC 2
H11
BH11
SKD 6
Work
1.2344
1.2344
RDC 2 V
H13
BH13
SKD 61
Steels
1.2714
1.2714
RGS 4
L6
Plastic
1.2083
1.2083
Mould
1.2311
1.2311
MFR
P20
Steels
1.2312
1.2312
MOULREX-A
P20+S
1.2738
1.2738
1.2316
1.2316
BP 42
Cold
1.2080
1.2080
RCCO
D3
BD3
Work
1.2379
1.2379
RCC SUPRA
D2
BD2
Steels
1.2436
1.2436
RCC EXTRA
D6
1.2510
1.2510
RUS 3
01
1.2767
1.2767
RABW
1.2842
1.2842
RUS
02
1.2363
1.2363
RKCM
A2
BA2
1.2550
1.2550
RTWK
S1
BS1
Engi-
1.1191
1.1191
R4
1045
EN8D
060A45
S45C
neering
1.1203
1.1203
R5
1055
EN9
070M55
S55C
708A30
SCM430
1.7225
1.7225
MO 40
708M40
SCM440
708H45
SCM445H
EN24
817M40
SNCM439
EN25
826M31
EN36A
655M13
SNC815
EN39B
835M15
SNCM815
EN362
805A22
SNCM220
EN30B
EN19A
4145H
Case
4340
8407
THYROTHERM 2344 W302
W300 W500 THYROPLAST 2083
M310
THYROPLAST 2311
M201
HOLDAX
THYROPLAST 2312
M200
SKD 1
XW5
THYRODUR 2080
K100
SKD 11
XW41
THYRODUR 2379
K110
SKD 2
XW5
SKS 3
DF2
835M30
K107 THYRODUR 2510
K460
THYRODUR 2767
K600
SKD 12
XW10
THYRODUR 2343
K305
M4
THYRODUR 2550
K455 V945
760
V340 V320
709
V155
705
1.6582
1.6582
1.6580
1.6580
1.5752
1.5752
RAE 3
3415
1.6523
1.6523
MONIX E
8620
1.7131
1.7131
EC 80
E410
1.7147
1.7147
EC 100
E401
Hardening
S600
THYRAPID 3343
K720
4130
MONIX 15
S500 HSP 41
BP20
B01
Bohler/ VEW S705
SUS420J1 STAVAX
P20+Ni
4140
Thyssen
SKS 51 420S29
420
Steels
ASSAB
conversion and comparison information
THYSSEN 6580
Dimensions and Properties Handbook
V145 E200 E115
101
CCI conversion and comparison information
Hardness Testing The hardness of a given material is generally defined as the resistance it shows to penetration by a test body of defined shape. It can be measured with testing equipment of different design, the most common types being Brinell, Rockwell and Vickers. Brinell hardness and Vickers hardness are expressed by the quotient of load and surface area of indentation. The hardness numbers for Brinell and Vickers hardness are not affected by the introduction of Newton as unit of force. It has been internationally agreed to simply multiply the load with the factor 0.102. Example:
Old New F F HB = A HB = 0.102 A Load F in kp Load F in N Surface area of permanent indentation A in mm2
The following comparison of hardness tables are based on DIN 50 150 of December 1976. Values in bold face correspond exactly to DIN values. The other values are interpolated. Values in parenthesis are values outside the defined range of standardised hardness testing procedures. Also, Brinell hardness numbers in parenthesis apply only when testing with carbide ball. The tables cover only hot formed or heat treated, unalloyed or low alloy steels and steel castings. Interconversion of hardness numbers or conversion of hardness numbers to tensile strength values is subject to error and should only be employed when prescribed testing procedure is not applicable. (Tests carried by Verein Deutscher Eisenhüttenleute [VDEh] showed a scatter range for the conversion of Vickers hardness numbers to tensile strength values of ±25 HV 10 or ±85 N/mm2.)
Comparison of Hardness Ball indentation diameter1 mm
Brinell hardness2
N/mm2
Vickers hardness (F > 98 N) HV
200 210 220
63 65 69
7.32 7.22 7.04
60 62 66
225 230 240
70 72 75
6.99 6.95 6.82
67 68 71
250 255 260
79 80 82
6.67 6.63 6.56
75 76 78
270 280 285
85 88 90
6.45 6.35 6.28
81 84 86
41 45 48
290 300 305
91 94 95
6.25 6.19 6.16
87 89 90
49 51 52
310 320 330
97 100 103
6.10 6.01 5.93
92 95 98
54 56 58
Tensile strength
1
102
steel ball with 10mm diameter
HB
2
Rockwell hardness HRB
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
HRC
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
335 340 350
105 107 110
5.87 5.83 5.75
100 102 105
59 60 62
360 370 380
113 115 119
5.70 5.66 5.57
107 109 113
63.5 64.5 66
385 390 400
120 122 125
5.54 5.50 5.44
114 116 119
67 67.5 69
410 415 420
128 130 132
5.38 5.33 5.32
122 124 125
70 71 72
430 440 450
135 138 140
5.26 5.20 5.17
128 131 133
73 74 75
460 465 470
143 145 147
5.11 5.08 5.05
136 138 140
76.5 77 77.5
480 490 495
150 153 155
5.00 4.96 4.93
143 145 147
78.5 79.5 80
500 510 520
157 160 163
4.90 4.86 4.81
149 152 155
81 81.5 82.5
530 540 545
165 168 170
4.78 4.74 4.71
157 160 162
83 84.5 85
550 560 570
172 175 178
4.70 4.66 4.62
163 166 169
85.5 86 86.5
575 580 590
180 181 184
4.59 4.58 4.54
171 172 175
87
595 600 610
185 187 190
4.53 4.51 4.47
176 178 181
620 625 630
193 195 197
4.44 4.43 4.40
184 185 187
90
640 650 660
200 203 205
4.37 4.34 4.32
190 193 195
91.5 92 92.5
670 675 680
208 210 212
4.29 4.27 4.25
198 199 201
93 93.5
steel ball with 10mm diameter
2
HRC
conversion and comparison information
88 89 89.5
91
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
103
CCI conversion and comparison information
Tensile strength N/mm2
1
104
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
HRC
690 700 705
215 219 220
4.22 4.19 4.18
204 208 209
94
710 720 730
222 225 228
4.16 4.13 4.11
211 214 216
95.5 96
740 750 755
230 233 235
4.08 4.07 4.05
219 221 223
96.5 97
760 770 780
237 240 243
4.03 4.01 3.98
225 228 231
97.5 98
785 790 800
245 247 250
3.97 3.95 3.93
223 235 238
810 820 830
253 255 258
3.91 3.89 3.87
240 242 245
835 840 850
260 262 265
3.85 3.84 3.82
247 249 252
24
860 865 870
268 270 272
3.80 3.78 3.77
255 257 258
25
880 890 900
275 278 280
3.76 3.74 3.72
261 264 266
27
910 915 920
283 285 287
3.70 3.69 3.68
269 271 273
28
930 940 950
290 293 295
3.66 3.64 3.63
276 278 280
960 965 970
299 300 302
3.61 3.60 3.59
284 285 287
30
980 990 995
305 308 310
3.57 3.55 3.54
290 293 295
31
1000 1010 1020
311 314 317
3.53 3.52 3.50
296 299 301
32
1030 1040 1050
320 323 327
3.49 3.47 3.45
304 307 311
33
steel ball with 10mm diameter
2
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
95
21 99 99.5
22 23
26
29
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
Rockwell hardness HRB
HRC
1060 1070 1080
330 333 336
3.44 3.43 3.41
314 316 319
1090 1095 1100
339 340 342
3.40 3.39 3.38
322 323 325
1110 1120 1125
345 349 350
3.36 3.35 3.34
328 332 333
1130 1140 1150
352 355 358
3.33 3.32 3.31
334 337 340
1155 1160 1170
360 361 364
3.30 3.29 3.28
342 343 346
37
1180 1190 1200
367 370 373
3.26 3.25 3.24
349 352 354
38
1210 1220 1230
376 380 382
3.23 3.21 3.20
357 361 363
39
1240 1250 1255
385 388 390
3.19 3.18 3.17
366 369 371
1260 1270 1280
392 394 397
3.16 3.14
372 374 377
1290 1300 1310
400 403 407
3.13 3.12 3.10
380 383 387
41
1320 1330 1340
410 413 417
3.09 3.08 3.07
390 393 396
42
1350 1360 1370
420 423 426
3.06 3.05 3.04
399 402 405
43
1380 1385 1390
429 430 431
3.02
408 409 410
1400 1410 1420
434 437 440
3.01 3.00 2.99
413 415 418
1430 1440 1450
443 446 449
2.98 2.97 2.96
421 424 427
steel ball with 10mm diameter
2
conversion and comparison information
34
35
36
40
44
45
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
105
CCI conversion and comparison information
Tensile strength N/mm2
1
106
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
1455 1460 1470
450 452 455
1480 1485 1490
458 460 461
2.93 2.92
435 437 438
1500 1510 1520
464 467 470
2.91 2.90 2.89
441 444 447
1530 1540 1550
473 476 479
2.88 2.87
449 452 455
1555 1560 1570
480 481 484
2.86 2.85
(456) (457) (460)
1580 1590 1595
486 489 490
2.84 2.83
(462) (465) (466)
1600 1610 1620
491 494 497
1630 1640 1650
500 503 506
1660 1665 1670
509 510 511
2.78
(483) (485) (486)
1680 1690 1700
514 517 520
2.77 2.76 2.75
(488) (491) (494)
1710 1720 1730
522 525 527
2.74
(496) (499) (501)
1740 1750 1760
530 533 536
2.73 2.71 2.71
(504) (506) (509)
1770 1775 1780
539 540 541
2.70
(512) (513) (514)
1790 1800 1810
544 547 550
2.69
1820 1830 1840
553 556 559
2.67
1845 1850 1860
560 561 564
steel ball with 10mm diameter
2.95 2.94
2.82
2.80 2.79
2.68
2.66 2.65 2
Rockwell hardness HRB
HRC
428 429 432
(467) (470) (472)
46
47
48
49
(475) (478) (481)
(517) (520) (523)
50
51
52
(525) (528) (531) (532) (533) (536)
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
53
CCI Tensile strength N/mm2
1
Vickers hardness (F > 98 N) HV
Ball indentation diameter1 mm
Brinell hardness2 HB
1870 1880 1890
567 570 572
2.64
1900 1910 1920
575 578 580
2.62
1930 1940 1950
583 586 589
2.60
1955 1960 1970
590 591 594
1980 1990 1995
596 599 600
2000 2010 2020
602 605 607
2030 2040 2050
610 613 615
2060 2070 2080
618 620 623
2090 2100 2105
626 629 630
2.51
(595) (598) (599)
2110 2120 2130
631 634 636
2.50
(600) (602) (604)
2140 2145 2150
639 640 641
2.49
(607) (608) (609)
2160 2170 2180
644 647 650
2.48 2.47
(621) (615) (618)
2190 2200
653 655 675
2.63
2.61
(546) (549) (551) (554) (557) (560)
2.58
(561) (562) (564)
2.56 2.55 2.54 2.53 2.52
2.46
HRB
HRC
(539) (542) (543)
2.59
2.57
Rockwell hardness
(567) (569) (570)
54
55
(572) (575) (577) (580) (582) (584)
56
(587) (589) (592)
(620) (622)
57
58 59
698 720 745
60 61 62
773 800 829
63 64 65
864 900 940
66 67 68
steel ball with 10mm diameter
2
conversion and comparison information
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook
107
CCI conversion and comparison information
Tensile Testing The following information on this basic testing procedure takes into all changes resulting from internationally approved ISO recommendations which have been incorporated into a number of national standards.
ISO 6892 EU 2 DIN 50145 BS 18/Part 2
NFA 03-151 UNI 55612 JIS Z2201
Symbols, designations, units new
108
Symbol
Designation
old
Unit
A
d
Elongation after fracture
%
d0
d0
Original diameter of parallel length of test piece of circular cross section
mm
E
E
Modulus of elasticity
N/mm2 (MPa)
F
P
Load
N
Fm
Pmax
Maximum load
N
L0
L0
Original gauge length at ambient temperature
mm
Lu
LB
Final gauge length after fracture
mm
Rp e.g. Rp0.2
s s0.2
Proof stress (non-proportional elongation) e.g. 0.2 non-proportional elongation
N/mm2 (MPa)
ReH
sSo
Upper yield stress
N/mm2 (MPa)
ReL
sSu
Lower yield stress
N/mm2 (MPa)
Rm
sB
Tensile strength
N/mm2 (MPa)
So
Fo
Original cross-sectional area
mm2
Su
FB
Minimum cross-sectional area after fracture
mm2
Z
Y
Reduction of area
%
e
e
Elongation
%
ee
eel
Elastic elongation
%
ep
–
Non-proportional elongation
%
er
ebl
Permanent elongation
%
et
eges
Total elongation
%
s
s
Stress (nominal stress)
N/mm2 (MPa)
Dimensions and Properties Handbook
CCI
Specimen prior to tensile testing
conversion and comparison information
Specimen after fracture
Stress σ
Stress (nominal stress) is defined as load, at any moment during the test, divided by the original cross‑sectional area.
F 2 σ = S o [N/mm ]
Tensile strength Rm
Tensile strength is defined as stress corresponding to the maximum load divided by the original cross-sectional area of the specimen.
Fm 2 R m = So [N/mm ]
Modulus of elasticity E (static modulus of elasticity)
Quotient of load F divided by the original cross-sectional area So and extension ∆Le divided by extensometer gauge length LE0 in the rank of elastic deformation Em = F .LE0 = σm . 100 So .∆Le εe
Dimensions and Properties Handbook
109
CCI conversion and comparison information
Tensile Strength – conversion ksi to N/mm2 (MPa) ksi 0 N/mm2 (MPa)
110
1 lbf = 0.453 592 37 kp 1
2
3
1 kp = 9.806 65 N 4
5
1 in = 0.025 4 m 6
7
1 ksi = 1000 psi 8
9
0 10 20 30 40
– 68.95 137.90 206.84 275.79
6.90 75.84 144.79 213.74 282.69
13.79 82.74 151.69 220.60 289.58
20.68 89.63 158.58 227.53 296.48
27.58 96.53 165.47 234.42 303.37
34.47 103.42 172.37 241.32 310.26
41.37 110.32 176.26 248.21 317.16
48.26 117.21 186.16 255.11 324.05
55.16 124.11 193.0 262.00 330.95
62.05 131.00 199.95 268.90 337.84
50 60 70 80 90
344.74 413.69 482.63 551.58 620.53
351.63 420.58 489.53 558.48 627.42
358.53 427.48 496.48 565.37 634.32
365.42 434.47 503.32 572.27 641.21
372.32 441.26 510.21 579.16 648.11
379.21 448.16 517.11 586.05 655.00
386.11 455.05 524.00 592.95 661.90
393.00 461.95 530.90 599.84 668.79
399.90 468.84 537.79 606.74 675.69
406.79 475.74 544.69 613.63 682.58
100 110 120 130 140
689.48 758.43 827.37 896.32 965.27
696.37 765.32 834.27 903.21 972.16
703.27 772.21 841.16 910.11 979.06
710.16 779.11 848.06 917.00 985.95
717.06 786.00 854.95 923.90 992.85
723.95 792.90 861.85 930.79 999.74
730.84 799.79 868.74 937.69 1006.63
737.74 806.69 875.63 944.85 1013.53
744.63 813.58 882.53 951.48 1020.42
751.53 820.48 889.42 958.37 1027.32
150 160 170 180 190
1034.21 1103.16 1172.11 1241.06 1310.00
1041.11 1110.06 1179.00 1247.95 1316.90
1048.00 1116.65 1185.90 1254.85 1323.79
1054.90 1123.85 1192.79 1261.74 1330.69
1061.79 1130.74 1199.69 1268.64 1337.58
1068.69 1137.63 1206.58 1275.53 1344.48
1075.58 1144.53 1213.48 1282.42 1351.37
1082.48 1151.42 1220.37 1289.32 1358.27
1089.37 1158.32 1227.27 1296.21 1365.16
1096.27 1165.21 1234.16 1303.11 1372.06
200 210 220 230 240
1378.95 1447.90 1516.85 1585.79 1654.74
1385.85 1454.74 1523.74 1592.69 1661.64
1392.74 1461.69 1530.64 1599.58 1668.53
1399.64 1648.58 1537.53 1606.48 1675.43
1406.53 1475.48 1544.43 1613.37 1682.32
1413.43 1482.37 1551.32 1620.27 1689.22
1420.32 1489.27 1558.22 1627.16 1696.11
1427.21 1496.16 1565.11 1634.06 1703.01
1434.11 1503.06 1572.00 1640.95 1709.90
1441.00 1509.95 1578.90 1647.85 1716.79
250 260 270 280 290
1723.69 1792.64 1861.58 1930.53 1999.48
1730.58 1799.53 1868.48 1937.43 2006.37
1737.48 1806.43 1875.37 1944.32 2013.27
1744.37 1813.32 1882.27 1951.22 2020.16
1751.27 1820.22 1889.16 1958.11 2027.06
1758.16 1827.11 1896.06 1965.01 2033.95
1765.06 1834.01 1902.95 1971.90 2040.85
1771.95 1840.90 1909.85 1978.80 2047.74
1778.85 1847.79 1916.47 1985.69 2054.64
1785.74 1854.69 1923.64 1992.58 2061.53
300 310 320 330 340
2068.43 2137.37 2206.32 2275.27 2344.22
2075.32 2144.27 2213.22 2282.16 2351.11
2082.22 2151.16 2220.11 2289.06 2358.01
2089.11 2158.06 2227.01 2295.95 2364.90
2096.01 2164.95 2233.90 2302.85 2371.80
2102.90 2171.85 2240.80 2309.74 2378.69
2109.80 2178.74 2247.69 2316.64 2385.59
2116.69 2185.64 2254.59 2323.53 2392.48
2123.59 2192.53 2261.48 2330.43 2399.38
2130.48 2199.43 2268.38 2337.32 2406.37
350 360 370 380 390
2413.17 2482.11 2551.06 2620.01 2688.96
2420.06 2489.01 2557.95 2626.90 2695.85
2426.95 2495.90 2564.85 2633.80 2702.74
2433.85 2502.80 2571.74 2640.69 2709.64
2440.74 2509.69 2578.64 2647.59 2716.53
2447.64 2516.59 2585.53 2654.48 2723.43
2454.53 2523.48 2592.43 2661.38 2730.32
2461.43 2530.38 2599.32 2668.27 2737.22
2468.32 2537.27 2606.22 2675.17 2744.11
2475.22 2544.17 2613.11 2682.06 2751.01
400 410 420 430 440
2757.90 2826.85 2895.80 2964.75 3033.69
2764.80 2833.75 2902.69 2971.64 3940.59
2771.69 2840.64 2909.59 2978.54 3047.48
2778.59 2847.53 2916.48 2985.43 3054.38
2785.48 2854.43 2923.38 2992.32 3061.27
2792.38 2861.32 2930.27 2999.22 3068.17
2799.27 2868.22 2937.17 3006.11 3075.06
2806.17 2875.11 2944.06 3013.01 3081.96
2813.06 2882.01 2950.96 3019.90 3088.85
2819.96 2888.90 2957.85 3026.80 3095.75
450 460 470 480 490
3102.64 3171.59 3240.54 3309.48 3378.43
3109.54 3148.78 3247.43 3316.38 3385.33
3116.43 3185.38 3254.33 3323.27 3392.22
3123.33 3192.27 3261.22 3330.17 3399.12
3130.22 3199.17 3268.11 3337.06 3406.01
3137.11 3206.06 3275.01 3343.96 3412.90
3144.01 3212.96 3281.90 3350.85 3419.80
3150.90 3219.85 3288.50 3357.75 3426.69
3157.80 3226.75 3295.69 3364.64 3433.59
3164.69 3233.64 3302.59 3371.54 3440.48
500
3447.38
3454.27
3461.17
3468.06
3474.96
3481.85
3488.75
3495.64
3502.54
3509.43
Dimensions and Properties Handbook
CCI conversion and comparison information
Pressure, mechanical stress – conversion tonf/in2 to MN/m2 (MPa) 1 tonf (Brit.) = 2,240 lbf tonf/in2
0
MN/m2 = N/mm2 = (MPa)
1 lbf = 0.453 592 37 kp
1 kp = 9.806 65 N
1 in = 0.0254 m
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0 1 2 3 4
– 15.444 30.889 46.333 61.777
1.544 16.989 32.433 47.877 63.322
3.089 18.533 33.977 49.422 64.866
4.633 20.078 35.522 50.966 66.410
6.178 21.622 37.066 52.511 67.955
7.722 23.166 38.611 54.055 69.499
9.267 24.711 40.155 55.599 71.044
10.811 26.255 41.700 57.144 72.588
12.355 27.800 43.244 58.688 74.132
13.900 29.344 44.788 60.233 75.677
5 6 7 8 9
77.221 92.666 108.110 123.554 138.998
78.766 94.210 109.654 125.098 140.543
80.310 95.754 111.199 126.643 142.087
81.855 97.299 112.743 128.187 143.632
83.399 98.943 114.287 129.732 145.176
84.943 100.388 115.832 131.276 146.720
86.488 101.932 117.376 132.821 148.265
88.032 103.477 118.921 134.365 149.809
89.577 105.021 120.465 135.909 151.354
91.121 106.565 122.010 137.454 152.898
10 11 12 13 14
154.443 169.887 185.331 200.775 216.220
155.987 171.431 186.876 202.320 217.764
157.531 172.976 188.420 203.864 219.308
159.076 174.520 189.964 205.409 220.853
160.620 176.065 191.509 206.953 222.397
162.165 177.609 193.053 208.497 223.942
163.709 179.153 194.598 210.042 225.486
165.254 180.698 196.142 211.586 227.031
166.798 182.242 197.686 213.313 228.575
168.342 183.787 199.231 214.675 230.119
15 16 17 18 19
231.664 247.108 262.552 277.997 293.441
233.208 248.635 264.097 279.541 294.985
234.753 250.197 265.641 281.085 296.530
236.297 251.741 267.186 282.630 298.074
237.824 253.286 268.730 284.174 299.619
239.386 254.830 270.274 285.719 301.163
240.930 256.375 271.819 287.263 302.707
242.475 257.919 273.363 288.808 304.252
244.019 259.464 274.908 290.352 305.796
245.564 261.008 276.452 291.896 307.341
20 21 22 23 24
308.885 324.329 339.774 355.218 370.662
310.430 325.874 341.318 356.762 372.207
311.974 327.418 342.862 358.307 373.751
313.518 328.963 344.407 359.851 375.295
315.063 330.507 345.951 361.396 376.840
316.607 332.052 347.496 362.940 378.384
318.152 333.596 349.040 634.484 379.929
319.696 335.140 350.585 366.029 381.473
321.241 336.685 352.129 367.573 383.018
322.785 338.229 353.673 369.118 384.562
25 26 27 28 29
386.106 401.551 416.995 432.439 447.883
387.651 403.095 418.539 433.984 449.428
389.195 404.640 420.084 435.528 450.972
390.740 406.184 421.628 437.072 452.517
392.284 407.728 423.173 438.617 454.061
393.829 409.273 424.717 440.161 455.606
395.373 410.817 426.261 441.706 457.150
396.917 412.362 427.806 443.250 458.694
398.462 413.906 429.350 444.795 460.239
400.006 415.450 430.895 446.339 461.783
30 31 32 33 34
463.328 478.772 494.216 509.660 525.105
464.872 480.316 495.761 511.205 526.649
466.417 481.861 497.305 512.749 528.194
467.961 483.405 498.849 514.294 529.738
469.505 484.950 500.394 515.838 531.282
471.050 486.494 501.938 517.383 532.827
472.594 488.039 503.483 518.927 534.371
474.139 489.583 505.027 520.471 535.916
475.683 491.127 506.572 522.016 537.460
477.228 492.672 508.116 523.560 539.005
35 36 37 38 39
540.549 555.993 571.437 586.882 602.326
542.093 557.538 572.982 588.426 603.870
543.638 559.082 574.526 589.971 605.415
545.182 560.627 576.071 591.515 606.959
546.727 562.171 577.615 593.059 608.504
548.271 563.715 579.160 594.604 610.048
549.816 565.260 580.704 596.148 611.593
551.360 566.804 582.248 597.693 613.137
552.904 568.349 583.793 599.237 614.681
554.449 569.893 585.337 600.782 616.226
40 41 42 43 44
617.770 633.215 648.659 664.103 679.547
619.315 634.759 650.203 665.647 681.092
620.859 636.303 651.748 667.192 682.636
622.404 637.848 653.292 668.736 684.181
623.948 639.392 654.836 670.281 685.725
625.492 640.937 656.381 671.825 687.269
627.037 642.481 657.925 673.370 688.814
628.581 644.025 659.470 674.914 690.358
630.126 645.570 661.014 676.458 691.903
631.670 647.114 662.559 678.003 693.447
45 46 47 48 49
694.992 710.436 725.880 741.324 756.769
696.536 711.980 727.424 742.869 758.313
698.080 713.525 728.969 744.413 759.857
699.625 715.069 730.513 745.958 761.402
701.169 716.613 732.058 747.502 762.946
702.714 718.158 733.602 749.046 764.491
704.258 719.702 735.147 750.591 766.035
705.803 721.247 736.691 752.135 767.580
707.347 722.791 738.235 753.680 769.124
708.891 724.336 739.780 755.224 770.668
Dimensions and Properties Handbook
111
CCI conversion and comparison information
112
tonf/in2
0
MN/m2 = N/mm2 = (MPa)
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
50 51 52 53 54
772.21 787.66 803.10 818.55 833.99
773.76 789.20 804.65 820.09 835.35
775.30 790.75 806.19 821.63 837.08
776.85 792.29 807.74 823.18 838.62
778.39 793.84 801.28 824.72 840.17
779.94 795.38 810.82 826.27 841.71
781.48 796.48 812.37 827.81 843.26
783.02 798.47 813.91 829.36 844.80
784.57 800.01 815.46 830.90 846.35
786.11 801.56 817.00 823.45 847.89
55 56 57 58 59
849.43 864.88 880.32 895.77 911.21
850.98 866.42 881.87 897.31 912.76
852.52 867.97 883.41 898.86 914.30
854.07 869.51 884.96 900.40 915.84
855.61 871.06 886.50 901.95 917.38
857.16 872.60 888.05 903.49 918.93
858.70 874.15 889.59 905.03 920.48
860.25 875.69 891.13 906.58 922.02
861.79 877.23 892.68 908.12 923.57
863.33 878.78 894.22 909.67 925.11
60 61 62 63 64
926.66 942.10 957.54 972.99 988.43
928.20 943.64 959.09 974.53 989.98
929.74 945.19 960.63 976.08 991.52
931.29 946.73 962.18 977.62 993.07
932.83 948.28 963.72 979.17 994.61
934.38 949.82 965.27 980.71 996.16
935.92 951.37 966.81 982.26 997.70
937.47 952.91 968.36 983.80 999.24
930.01 954.46 969.90 985.34 1000.79
940.56 956.00 971.44 986.89 1002.33
65 66 67 68 69
1003.88 1019.32 1034.77 1050.21 1065.65
1005.72 1020.87 1036.31 1051.75 1067.20
1006.97 1022.41 1037.85 1053.30 1068.74
1008.51 1023.95 1039.40 1054.84 1070.29
1010.05 1025.50 1040.94 1056.39 1071.83
1011.60 1027.04 1042.49 1057.93 1073.38
1013.14 1027.04 1042.49 1057.93 1073.38
1014.69 1030.13 1045.58 1061.02 1076.76
1016.23 1031.68 1047.12 1062.56 1078.01
1017.78 1033.22 1048.67 1064.11 1079.55
70 71 72 73 74
1081.10 1096.54 1111.99 1127.43 1142.87
1082.64 1098.09 1113.53 1128.98 1144.42
1084.19 1099.63 1115.08 1130.52 1145.96
1085.73 1101.18 1116.62 1132.06 1147.51
1087.28 1102.72 1118.16 1133.61 1149.05
1088.82 1104.26 1119.71 1135.15 1150.60
1088.82 1104.26 1119.71 1135.15 1150.60
1091.91 1107.35 1122.80 1138.24 1153.69
1093.45 1108.90 1124.34 1139.79 1155.23
1095.00 1110.44 1125.89 1141.33 1156.77
75 76 77 78 79
1158.32 1173.76 1189.21 1204.65 1220.10
1159.86 1175.32 1190.75 1206.20 1221.64
1161.41 1167.85 1192.30 1207.74 1223.19
1162.95 1178.40 1193.84 1209.29 1224.73
1164.50 1179.94 1195.39 1210.83 1226.27
1166.04 1181.49 1196.93 1212.37 1227.82
1167.59 1183.03 1198.47 1213.92 1229.36
1169.13 1184.57 1200.02 1215.46 1230.91
1170.67 1186.12 1201.56 1217.01 1232.45
1172.22 1187.66 1203.11 1218.55 1234.00
80 81 82 83 84
1235.54 1250.98 1266.43 1281.87 1297.32
1237.08 1252.53 1267.97 1283.42 1298.86
1238.63 1254.07 1269.52 1284.96 1300.41
1240.17 1255.62 1271.06 1286.51 1301.95
1241.72 1257.16 1272.61 1288.05 1303.50
1234.26 1258.71 1274.15 1289.60 1305.04
1244.81 1260.25 1275.70 1291.14 1306.58
1246.35 1261.80 1277.24 1292.68 1308.13
1247.90 1263.34 1278.78 1294.23 1309.67
1249.44 1264.88 1280.33 1295.77 1311.22
85 86 87 88 89
1312.76 1328.21 1343.65 1359.09 1374.54
1314.31 1329.75 1345.19 1360.64 1376.08
1315.85 1331.29 1346.74 1362.18 1377.63
1317.40 1332.84 1348.28 1363.73 1379.17
1318.94 1334.38 1349.83 1365.27 1380.72
1320.48 1335.93 1351.37 1366.82 1382.26
1322.03 1337.47 1352.92 1368.36 1383.81
1323.57 1339.02 1354.46 1369.91 1385.35
1325.12 1340.56 1356.01 1371.45 1386.89
1326.66 1342.11 1357.55 1372.99 1388.44
90 91 92 93 94
1389.98 1405.43 1420.87 1436.32 1451.76
1391.53 1406.97 1422.42 1437.86 1453.30
1393.07 1408.52 1423.96 1439.40 1454.85
1394.62 1410.06 1425.50 1440.95 1456.39
1396.16 1411.61 1427.05 1442.49 1457.94
1397.71 1413.15 1428.59 1444.04 1459.48
1399.25 1414.69 1430.14 1445.58 1461.03
1400.79 1416.24 1431.68 1447.13 1462.57
1402.34 1417.78 1433.23 1448.67 1464.12
1403.88 1419.33 1434.77 1450.22 1465.66
95 96 97 98 99
1467.20 1482.65 1498.09 1513.54 1528.98
1468.75 1484.19 1499.64 1515.08 1530.53
1470.29 1485.74 1501.18 1516.63 1532.07
1471.84 1487.28 1502.73 1518.17 1533.61
1473.38 1488.83 1504.27 1519.71 1535.16
1474.93 1490.37 1505.81 1521.26 1536.70
1476.47 1491.92 1507.36 1522.80 1538.25
1478.02 1493.46 1508.90 1524.35 1539.79
1479.56 1495.00 1510.45 1525.89 1541.34
1481.10 1496.55 1511.99 1527.44 1542.88
100
1544.43
–
–
–
–
–
–
Dimensions and Properties Handbook
–
–
–
Notes:
Dimensions and Properties Handbook
113
Notes:
114
Dimensions and Properties Handbook
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