y
x
x
y
y
x
x
y
Steel & Tube Holdings Limited NEW ZEALAND
CANADA
Whangarei
YUKON
Auckland
CORPORATE OFFICE ROOFING PRODUCTS REINFORCING & FABRICATION
Whitehorse
Mt Maunganui Tauranga
Hamilton
BRITISH COLUMBIA
Rotorua Gisborne
Campbell River Nanaimo
New Plymouth Napier
Prince George Kamloops Kelowna Vancouver U.S.A.
STEEL DISTRIBUTION & PROCESSING Palmerston North
FASTENINGS Nelson
Hutt City
Christchurch
Steel & Tube Distribution is a subsidiary of Steel & Tube Holdings Limited, a listed company on the New Zealand Stock Exchange, whose core business is the distribution of steel and allied products.
Timaru
Dunedin Invercargill
Steel & Tube Holdings Limited has a total of 46 service centres throughout New Zealand and Canada, with 740 employees and annual sales in the vicinity of NZ$350 million. Steel & Tube Holdings Limited divisions:
Distribution & Processing With 19 service centres nationwide, and recent investment in modern warehousing, incorporating the latest materials handling methods, along with state of the art plate and coil processing equipment, Steel & Tube Distribution is well placed to provide Steel and Service solutions to its customers which are predominantly in the construction, manufacturing and engineering industries. We have New Zealand’s most comprehensive range of steel and allied products with a stock range of over 23,000 line items that includes: •
Steel Sections: Merchant bar, sheet, structural, plate and hollow
•
Coil and Plate Processing
•
Special Steels
•
Reticulation Products: Pipe, fittings and valves
•
Pipe Support Systems: Pipe clamps and hangers
•
Fastenings
•
Steel Processing/Roofing Profiles
•
Industrial Products.
Steel & Tube Distribution can provide a total building package from the foundations to the roof and a complete business solution, whatever your product requirements.
D&P
Introduction Steel & Tube Distribution 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 Distribution 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 contact your local Steel & Tube Distribution 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.
Telarc Limited/ISO 9002 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 registered supplier, certified to ISO 9002. Telarc Limited is a national technical authority responsible for quality system certification through independent assessment, audit and testing of quality control procedures. In practical terms, 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 December 2000
i
D&P
Contents Profiles .......................................................................................................................... 1 Equal Angles ........................................................................................................................................... 1 Unequal Angles ....................................................................................................................................... 4 Parallel Flange Channels ........................................................................................................................... 7 Taper Flange Channels .............................................................................................................................. 8
DuraGal Profiles .............................................................................................................. 9 DuraGal DuraGal DuraGal DuraGal
Equal Angles ............................................................................................................................... 9 Unequal Angles ......................................................................................................................... 18 Channels ................................................................................................................................... 21 Flats ......................................................................................................................................... 24
Plate ............................................................................................................................ 25 Coil .............................................................................................................................. 27 Wire and Sheet Metal Gauges .................................................................................................................. 31
Reinforcing .................................................................................................................. 32 Rectangular Hollow Sections .......................................................................................... 33 DuraGal Rectangular Hollow Sections ........................................................................................................ 35 Galtube Plus Rectangular Hollow Sections ................................................................................................. 37 Telescoping RHS/SHS .............................................................................................................................. 38
Square Hollow Sections .................................................................................................. 39 DuraGal Square Hollow Sections .............................................................................................................. 41 Galtube Plus Square Hollow Sections ........................................................................................................ 43
Joists – Taper Flange Beams ........................................................................................... 44 Universal Beams ........................................................................................................... 45 Universal Columns ........................................................................................................ 47 HST Purlins & Girts ........................................................................................................ 49 Section Geometry & Properties ................................................................................................................ 49 HST Tophat ............................................................................................................................................ 50
Tube and Pipe ............................................................................................................... 51 Standards for this Section ....................................................................................................................... 51 ERW Welded Tube ................................................................................................................................... 52 Hollow Bar ............................................................................................................................................ 53 Identification of Tube Wall Thicknesses ..................................................................................................... 54 Maximum Safe Working Pressures ............................................................................................................ 55 Telescoping Pipe .................................................................................................................................... 56 Tube and Pipe Quick Reference Tables ...................................................................................................... 57
Circular Hollow Sections ................................................................................................ 70 DuraGal Circular Hollow Sections .............................................................................................................. 71 Galtube Plus Circular Hollow Sections ....................................................................................................... 73
UltraPipe Circular Hollow Sections .................................................................................. 74 UltraPipe Pressure Ratings ...................................................................................................................... 76
Conversion and Comparison Information ......................................................................... 79 ISO Metric Bolts .................................................................................................................................... 79 Useful Equivalents ................................................................................................................................. 81 Imperial to Metric Conversion Factors ....................................................................................................... 82 Metric to Imperial Conversion Factors ....................................................................................................... 83 Comparison Grades – International Table .................................................................................................. 84 Hardness Testing .................................................................................................................................... 85 Tensile Testing ....................................................................................................................................... 89 Tensile Strength – conversion .................................................................................................................. 91 Pressure, mechanical stress - conversion .................................................................................................. 92
Dimensions and Properties Handbook ii
December 2000
December 2000
18.00
17.70
14.20
11.80
9.16
5.68
4.46
3.48
2.31
2.73
1.83
2.01
1.35
1.65
1.12
125 × 125 × 10
100 × 100 × 12
100 × 100 × 10
100 × 100 × 8
100 × 100 × 6
50 × 50 × 8
50 × 50 × 6
50 × 50 × 5
50 × 50 × 3
40 × 40 × 5
40 × 40 × 3
30 × 30 × 5
30 × 30 × 3
25 × 25 × 5
25 × 25 × 3
3.0
4.6
3.0
4.6
3.0
4.6
3.0
4.6
6.0
7.8
6.0
7.8
9.5
12.0
9.5
12.0
9.5
12.0
5
5
5
5
5
5
6
6
6
6
8
8
8
8
10
10
13
13
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
5
5
7.33
4.43
9.00
5.52
12.30
7.70
15.70
9.87
7.33
5.41
15.70
11.80
9.53
7.33
12.20
9.42
14.80
11.50
143
210
173
256
233
348
295
443
568
723
1170
1500
1810
2260
2300
2870
2790
3480
7.07
7.75
8.30
8.99
10.80
11.50
13.20
13.90
14.50
15.20
26.80
27.50
28.20
29.20
34.40
35.40
40.50
41.50
17.9
17.3
21.7
21.0
29.2
28.5
36.8
36.1
35.5
34.8
73.2
72.5
71.8
70.8
90.6
89.6
109.0
108.0
nR=pT mm
Coordinate of Centroid Gross Area of Cross (b1-t) Section Ag nL=pB t mm2 mm
✦ These items are not commonly stocked but are available on request.
21.90
22.50
✦ 150 × 150 × 10
✦ 125 × 125 × 12
27.30
✦ 150 × 150 × 12
Designation
Mass per metre Actual Root Toe kg/m Thickness Radii Radii t r1 r2 mm mm mm
Dimensions and Properties
x- and y-axes
Equal Angles
0.0121
0.0173
0.0218
0.0316
0.0545
0.0801
0.1100
0.1630
0.2050
0.2530
1.7800
2.2700
2.7000
3.2900
5.4400
6.6900
9.6100
11.9000
Ix 106mm4
17.7
17.7
21.2
21.2
28.3
28.3
35.4
35.4
35.4
35.4
70.7
70.7
70.7
70.7
88.4
88.4
106.0
106.0
y1=y4 mm
0.685
0.980
1.030
1.490
1.930
2.830
3.110
4.610
5.790
7.160
25.200
32.000
38.200
46.600
61.600
75.700
90.600
112.000
Zx1=Zx4 103mm4
About x-axis
b1
y
r1
p
1.13
1.65
1.67
2.45
3.06
4.55
4.90
7.32
9.30
11.70
39.30
50.30
60.40
74.50
96.50
120.00
141.00
175.00
R
pT
x
58.70
9.22
9.07
11.20
11.10
15.30
15.20
19.30
19.20
19.00
18.70
39.10
38.80
38.60
38.20
48.70
48.30
y
b1-t
0.00319
0.00469
0.00573
0.00839
0.01420
0.02090
0.02890
0.04240
0.05360
0.06750
0.45800
0.58200
0.69500
0.85700
1.40000
1.73000
2.48000
3.06000
ly 106mm4
r2 pnB
58.40
b1
rx mm
b1-t
nL B nR
t
Sx 103mm3
x
n L
T
p
57.30 43.300
9.99
11.00
11.70
12.70
15.30
16.20
18.70
19.70
20.50
21.50
0.319
0.428
0.488
0.660
0.933
1.290
1.550
2.150
2.610
3.140
37.90 12.100
38.90 14.900
39.90 17.400
41.30 20.800
48.70 28.800
50.10 34.500
x5
y1
x
x3
4
3
y
α = 45˚ y4
53.40 46.400
8.56
8.73
10.30
10.50
13.90
14.00
17.60
17.60
17.80
18.10
0.373
0.537
0.554
0.799
1.020
1.490
1.650
2.400
3.010
3.730
35.00 13.100
35.20 16.500
35.40 19.600
35.80 23.900
44.40 31.500
44.70 38.600
0.583
0.849
0.862
1.260
1.580
2.330
2.530
3.750
4.760
6.000
20.000
25.600
30.700
37.900
49.000
60.800
72.000
89.300
Zy3 Sy 103mm3 103mm3
53.70 56.900
x3 mm
About y-axis
Zy5 103mm3
x
5
1 2
58.70 52.100
x5 mm
y
4.73
4.72
5.76
5.72
7.82
7.75
9.90
9.78
9.71
9.66
19.80
19.70
19.60
19.50
24.70
24.50
29.80
29.60
ry mm
0.515
1.660
0.605
1.980
0.785
2.630
1.010
3.380
7.210
15.200
14.800
31.700
56.200
110.000
71.900
141.000
88.900
174.000
Torsion Constant J 103mm4
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
1
2
Dimensions and Properties Handbook
December 2000
320
320
320
320
320
320
320
320
320
320
320
320
320
320
100 × 100 × 8
100 × 100 × 6
65 × 65 × 8
65 × 65 × 6
50 × 50 × 8
50 × 50 × 6
50 × 50 × 5
50 × 50 × 3
40 × 40 × 5
40 × 40 × 3
30 × 30 × 5
30 × 30 × 3
25 × 25 × 5
25 × 25 × 3
1.000
1.000
1.000
1.000
1.000
1.000
0.907
1.000
1.000
1.000
1.000
1.000
0.906
1.000
1.000
1.000
1.000
1.000
0.958
1.000
Form Factor kf
1.03
1.47
1.50
2.23
2.59
4.25
3.82
6.60
8.69
10.70
14.70
19.20
30.90
43.70
55.10
69.90
83.20
110.00
114.00
155.00
Load A or C Zex 103mm3
0.479
0.642
0.714
0.990
1.250
1.930
1.900
3.080
3.920
4.710
6.760
8.590
14.800
20.400
25.200
31.100
38.900
50.300
54.500
72.300
Load B Zey 103mm3
Notes: 1. 2. 3. 4.
0.479
0.642
0.732
0.990
1.400
1.930
2.320
3.220
3.920
4.710
7.070
8.590
18.100
22.400
26.100
31.100
43.100
51.700
64.900
78.100
Load D Zey 103mm3
25 × 25 × 3
25 × 25 × 5
30 × 30 × 3
30 × 30 × 5
40 × 40 × 3
40 × 40 × 5
50 × 50 × 3
50 × 50 × 5
50 × 50 × 6
50 × 50 × 8
65 × 65 × 6
65 × 65 × 8
100 × 100 × 6
100 × 100 × 8
100 × 100 × 10
100 × 100 × 12
125 × 125 × 10
125 × 125 × 12
150 × 150 × 10
150 × 150 × 12
Designation
AS 3679.1-350
360
360
360
360
360
360
360
360
360
360
360
360
360
360
360
340
360
340
360
340
fy MPa
1.000
1.000
1.000
1.000
1.000
1.000
0.858
1.000
1.000
1.000
1.000
1.000
0.856
1.000
1.000
1.000
1.000
1.000
0.906
1.000
Form Factor kf
For Grade 300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. OneSteel-300PLUS replaced all Grade 250 sections from 1997.
✦ These items are not commonly stocked but are available on request.
300
320
100 × 100 × 12
320
125 × 125 × 10
100 × 100 × 10
320
300
✦ 150 × 150 × 10
300
✦ 150 × 150 × 12
✦ 125 × 125 × 12
fy MPa
Designation
About y-axis
1.03
1.47
1.48
2.23
2.54
4.22
3.71
6.50
8.69
10.70
14.50
19.20
30.00
42.90
54.40
69.90
81.60
109.00
111.00
152.00
Load A or C Zex 103mm3
About x-axis
Shear Centre
B
C
About x-axis
x
ad
Lo
ad
OneSteel-300PLUS
Properties for Assessing Section Capacity
x- and y-axes A ad
Equal Angles ad D
Lo
Lo
Lo
y
0.479
0.642
0.705
0.990
1.230
1.920
1.850
3.030
3.920
4.710
6.660
8.590
14.400
20.000
24.800
31.100
38.100
49.600
53.100
70.900
0.479
0.642
0.732
0.990
1.400
1.930
2.320
3.220
3.920
4.710
7.070
8.590
18.100
22.400
26.100
31.100
43.100
51.700
64.900
78.100
Load D Zey 103mm3
About y-axis Load B Zey 103mm3
y
x
Profiles
EQUAL ANGLES
December 2000
0.01380
0.01100
0.00765
30 × 30 × 3
25 × 25 × 5
25 × 25 × 3
7.07
7.75
8.30
8.99
10.80
11.50
13.20
13.90
14.50
15.20
26.80
27.50
28.20
29.20
34.40
35.40
40.50
41.50
nL=pB mm
1.08
1.42
1.66
2.22
3.19
4.39
5.25
7.36
8.90
10.50
41.80
51.70
60.10
71.10
99.40
119.00
149.00
180.00
ZnB=ZpL 103mm3
17.9
17.3
21.7
21.0
29.2
28.5
36.8
36.1
35.5
34.8
73.2
72.5
71.8
70.8
90.6
89.6
109.0
108.0
nR=pT mm
About n-axis and p-axis
✦ These items are not commonly stocked but are available on request.
0.03440
0.02000
40 × 40 × 3
0.05050
40 × 40 × 5
30 × 30 × 5
0.10300
0.06940
50 × 50 × 5
0.12900
50 × 50 × 6
50 × 50 × 3
1.12000
0.16000
50 × 50 × 8
1.42000
100 × 100 × 8
100 × 100 × 6
2.08000
1.70000
100 × 100 × 12
125 × 125 × 10
100 × 100 × 10
4.21000
3.42000
✦ 125 × 125 × 12
7.46000
6.04000
✦ 150 × 150 × 12
In=Ip 106mm4
✦ 150 × 150 × 10
Designation
Dimensions and Properties
n- and p-axes
Equal Angles
0.426
0.638
0.635
0.951
1.180
1.770
1.890
2.850
3.640
4.610
15.300
19.600
23.600
29.300
37.800
47.000
55.200
68.800
ZnT=ZpR 103mm3
0.802
1.190
1.180
1.760
2.170
3.240
3.460
5.190
6.630
8.380
27.800
35.700
42.900
53.200
68.400
85.000
99.900
124.000
Sn=Sp 103mm3
b1
b1
7.33
7.23
8.93
8.83
12.20
12.00
15.30
15.20
15.10
14.90
31.00
30.80
30.60
30.30
38.60
38.30
46.60
46.30
rn=rp mm
r1
t
b1-t
r2
-0.00445
-0.00632
-0.00804
-0.01160
-0.02010
-0.02960
-0.04050
-0.06020
-0.07560
-0.09280
-0.66100
-0.84200
-1.00000
-1.22000
-2.02000
-2.48000
-3.56000
-4.40000
Product of 2nd Moment of Area Inp 106mm4
b1-t
n
L
nL
T
p
p
B
nR
R
pB
pT n
Profiles EQUAL ANGLES
Dimensions and Properties Handbook
3
4
December 2000
11.80
9.16
12.40
10.30
7.98
5.66
5.16
125 × 75 × 6
100 × 75 × 10
100 × 75 × 8
100 × 75 × 6
75 × 50 × 6
65 × 50 × 6
6.0
6.0
6.0
7.8
9.5
6.0
7.8
9.5
9.5
9.5
12.0
6.0
7.0
8.0
8.0
8.0
8.0
8.0
8.0
10.0
10.0
10.0
3.0
3.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
8.62
6.89
8.47
9.53
7.33
6.89 8.62
9.83
11.50 7.33
7.33
15.70 11.50
11.80
9.53
19.80 11.50
15.00
12.20
14.80
14.80
11.50
658
721
1020
1310
1580
1170
1500
1810
2200
2300
2870
20.4 12.9 0.338
24.4 12.1 0.468
30.3 17.9 1.250
31.1 18.7 1.590
31.8 19.4 1.890
40.7 16.0 2.100
41.5 16.8 2.680
42.3 17.5 3.200
45.2
51.2
69.7
69.4
69.2
84.7
84.2
83.8
50.0 20.2 5.660 101.0
48.1 23.3 6.110 103.0
49.1 24.3 7.510 102.0
7.48
9.15
17.90
22.90
27.30
24.80
31.80
38.20
56.10
59.50
73.50
36.1
37.5
54.0
54.3
54.5
58.5
58.9
59.3
70.7
74.9
75.3
nL Ix y1 Zx1 y4 mm 106mm4 mm 103mm3 mm
Coordinate of Centroid
Gross Area of Cross (b1-t) (b2-t) Section pB Ag t t mm2 mm
✦ These items are not commonly stocked but are available on request.
14.20
17.30
✦ 150 × 90 × 10
125 × 75 × 8
18.00
✦ 150 × 100 × 10
✦ 125 × 75 × 10
22.50
✦ 150 × 100 × 12
Designation
Mass per metre Actual Root Toe kg/m Thickness Radii Radii r2 t r1 mm mm mm
Dimensions and Properties
x- and y-axes
Unequal Angles n
L r1
p b2
nL B y
t
b2-t
n r2 PB
x b1-t
x
1 2
y5 5
y x2
x5
y4
α
x
About y-axis
y
4 x3
3
y1
9.35
12.50
23.10
29.20
34.60
36.00
45.50
53.90
80.10
81.50
99.70
11.2
17.6
17.9
18.2
18.6
32.8
33.3
33.9
40.1
34.6
35.2
30.2
26.7
70.0
87.0
101.0
64.1
80.4
94.4
141.0
177.0
213.0
12.7
15.8
30.1
38.7
46.5
42.4
54.6
65.8
96.6
102.0
127.0
7.47 18.0
9.55 18.6
22.7 0.0743 21.4
25.5 0.0842 20.8
35.1 0.2650 30.3
3.48 23.9
4.04 26.5
8.75 36.5
34.8 0.3370 31.3 10.70 36.4
3.11 15.1
3.18 13.6
7.27 21.4
9.26 21.8
34.6 0.4010 32.2 12.50 36.4 11.00 22.3
42.5 0.3150 29.0 10.80 42.1
42.2 0.3990 29.9 13.30 41.8
42.0 0.4760 30.7 15.50 41.6 11.40 19.2
50.7 0.8470 36.1 23.50 50.4 16.80 22.6
51.6 1.0900 40.7 26.90 53.0 20.60 26.9
51.2 1.3500 42.0 32.10 52.9 25.50 27.6
4.91
6.17
12.40
15.40
18.00
17.50
21.50
24.90
37.40
40.70
48.80
5.93
6.48
13.90
17.80
21.20
15.70
20.10
24.10
35.40
41.80
51.70
10.6
10.8
16.2
16.0
16.0
16.4
16.3
16.2
19.6
21.8
8.29
9.21
13.00
27.80
49.10
14.80
31.70
56.20
69.00
71.90
21.7 141.00
0.575
0.435
0.551
0.549
0.546
0.364
0.363
0.360
0.363
0.441
0.438
Tan Zx4 y5 Zx5 Sx rx ly x5 Zy5 x3 Zy3 x2 Zy2 Sy ry J Alpha 103mm3 mm 103mm3 103mm3 mm 106mm4 mm 103mm3 mm 103mm3 mm 103mm3 103mm3 mm 103mm4
About x-axis
x
b1
y
p
Profiles
UNEQUAL ANGLES
Dimensions and Properties Handbook
December 2000
320
320
320
320
320
320
320
320
320
320
✦ 150 × 100 × 10
✦ 150 × 90 × 10
✦ 125 × 75 × 10
125 × 75 × 8
125 × 75 × 6
100 × 75 × 10
100 × 75 × 8
100 × 75 × 6
75 × 50 × 6
65 × 50 × 6
1.000
1.000
0.946
1.000
1.000
0.824
0.964
1.000
0.973
0.975
1.000
Form Factor kf
10.70
12.60
22.00
31.20
39.40
26.80
39.80
51.60
70.60
74.80
102.00
Load A Zex 103mm3
11.20
13.70
21.80
33.10
40.90
30.10
46.00
57.20
81.80
81.70
110.00
Load C Zex 103mm3
4.46
4.37
8.93
12.60
15.90
8.07
11.90
15.50
21.20
26.00
35.30
Load B Zey 103mm3
Notes: 1. 2. 3. 4.
4.67
4.77
10.90
13.90
16.60
11.20
14.30
17.20
25.20
30.90
38.20
Load D Zey 103mm3
65 × 50 × 6
75 × 50 × 6
100 × 75 × 6
100 × 75 × 8
100 × 75 × 10
125 × 75 × 6
125 × 75 × 8
125 × 75 × 10
150 × 90 × 10
150 × 100 × 10
150 × 100 × 12
Designation
360
360
360
360
360
360
360
360
360
360
340
fy MPa
For Grade 300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. OneSteel-300PLUS replaced all Grade 250 sections from 1997.
✦ These items are not commonly stocked but are available on request.
300
✦ 150 × 100 × 12
fy MPa
AS 3679.1-350
1.000
1.000
0.917
1.000
1.000
0.799
0.931
1.000
0.940
0.943
1.000
Form Factor kf
y
x
10.60
12.40
21.40
30.60
38.80
25.80
38.80
50.60
68.80
73.00
100.00
11.20
13.70
20.70
32.10
40.90
28.70
44.70
57.20
79.50
78.90
110.00
Load C Zex 103mm3
About x-axis
B
Load A Zex 103mm3
ad
Lo
C
Designation
About y-axis
Shear Centre
D
A
ad
About x-axis
ad
ad
Lo Lo
OneSteel-300PLUS
x
y
Lo
Properties for Assessing Section Capacity
Unequal Angles
4.40
4.30
8.68
12.40
15.70
7.75
11.60
15.20
20.60
25.30
34.70
Load B Zey 103mm3
4.67
4.77
10.90
13.90
16.60
11.20
14.30
17.20
25.20
30.90
38.20
Load D Zey 103mm3
About y-axis
Profiles UNEQUAL ANGLES
Dimensions and Properties Handbook
5
6
41.5
40.7
5.100
2.880
2.410
1.890
1.550
1.300
1.020
0.407
0.272
✦ 150 × 90 × 10
✦ 125 × 75 × 10
125 × 75 × 8
125 × 75 × 6
100 × 75 × 10
100 × 75 × 8
100 × 75 × 6
December 2000
75 × 50 × 6
65 × 50 × 6
13.4
16.7
33.7
41.8
48.6
46.5
58.1
68.2
102.0
110.0
133.0
ZnB 103mm3
44.6
50.6
69.7
68.9
68.2
84.3
83.5
82.7
100.0
102.0
101.0
pT mm
About n-axis
✦ These items are not commonly stocked but are available on request.
20.4
24.4
30.3
31.1
31.8
42.3
50.0
48.1
5.290
✦ 150 × 100 × 10
49.1
pB mm
6.520
In 106mm4
✦ 150 × 100 × 12
Designation
Dimensions and Properties
n- and p-axes
Unequal Angles
6.10
8.05
14.60
18.80
22.60
22.50
28.90
34.90
51.00
51.90
64.60
ZnT 103mm3
11.1
14.6
26.9
34.4
41.3
40.6
52.0
62.5
91.5
94.0
117.0
Sn 103mm3
20.3
23.8
31.7
31.5
31.3
40.3
40.1
39.9
48.2
48.0
47.7
rn mm
0.140
0.145
0.494
0.626
0.743
0.524
0.664
0.789
1.410
1.910
2.340
Ip 106mm4
12.9
12.1
17.9
18.7
19.4
16.0
16.8
17.5
20.2
23.3
24.3
nL mm
b1
b2
r1
10.80
12.00
27.50
33.50
38.30
32.70
39.60
45.20
69.50
81.90
96.20
ZpL 103mm3
t
b2-t
37.1
37.9
57.1
56.3
55.6
59.0
58.2
57.5
69.8
76.7
75.7
nR mm
3.77
3.84
8.67
11.10
13.40
8.89
11.40
13.70
20.20
24.90
30.90
ZpR 103mm3
About p-axis
r2
b1-t L
p
nL
6.85
6.98
15.70
20.20
24.30
16.00
20.70
25.10
36.50
44.70
56.00
Sp 103mm3
n
T p
rp mm
14.6
14.2
22.0
21.9
21.7
21.2
21.0
20.9
25.3
28.8
28.6
B nR
R
-0.114
-0.140
-0.416
-0.527
-0.625
-0.575
-0.730
-0.867
-1.540
-1.850
-2.270
Product of 2nd Moment of Area Inp 106mm4
n pB
pT
Profiles
UNEQUAL ANGLES
Dimensions and Properties Handbook
35.5
25.1
22.9
20.9
17.7
11.9
8.31
5.92
250 × 90 PFC
230 × 75 PFC
200 × 75 PFC
180 × 75 PFC
150 × 75 PFC
125 × 65 PFC
100 × 50 PFC
75 × 40 PFC
December 2000
40
50
65
75
75
75
75
90
90
100
mm
6.1
6.7
7.5
9.5
11.0
12.0
12.0
15.0
16.0
17.5
mm
3.8
4.2
4.7
6.0
6.0
6.0
6.5
8.0
8.0
10.0
mm
8
8
8
10
12
12
12
12
14
14
mm
62.8
86.6
110
131
158
176
206
220
268
345
mm
Depth Between Flanges d1
280
300
300
300
300
300
320
320
320
320
380 × 100 PFC
300 × 90 PFC
250 × 90 PFC
230 × 75 PFC
200 × 75 PFC
180 × 75 PFC
150 × 75 PFC
125 × 65 PFC
100 × 50 PFC
75 × 40 PFC
Designation
Flange fy MPa
OneSteel-300PLUS
320
320
320
320
320
320
320
320
320
320
Web fy MPa
1
1
1
1
1
1
1
1
1
1
Form Factor kf
21.4
40.3
72.8
129
182
221
271
421
564
946
Zex 103mm3
About x-axis
34.5
5.14
5.94
6.84
8.04
7.26
6.27
5.75
5.71
5.47
5.13
6.84
12.0
22.8
38.5
44.8
49.1
50.4
89.0
96.6
134
Load B Zey 103mm3
754
1060
1520
2250
2660
2920
3200
4520
5110
7030
mm2
75PFC
100PFC
125PFC
150PFC
180PFC
200PFC
230PFC
250PFC
300PFC
380PFC
Designation
d
360
360
360
360
340
340
340
340
340
340
Flange fy MPa
27.2
33.9
45.0
51.0
50.3
50.5
46.7
58.5
56.1
56.7
mm
Coordinate of Shear Centre X0
AS 3679.1-350
13.7
16.7
21.8
24.9
24.5
24.4
22.6
28.6
27.2
27.5
mm
Gross Area of Cross Coordinate (bf-tw) Section of Centroid 2tf Ag XL
About y-axis
16.5
20.6
23.4
21.8
26.3
29.3
31.7
27.5
6.84
12.0
22.8
38.5
44.8
46.7
45.1
88.7
82.3
115
d1 tw
33.5
Load A Zey 103mm3
Properties for Assessing Section Capacity
75
100
125
150
180
200
230
250
380
300
40.1
300 × 90 PFC
mm
380 × 100 PFC 55.2
Designation
Mass per Depth metre of Flange Flange Web Root kg/m Section Width Thickness Thickness Radii d bf tf tw r1
OneSteel-300PLUS
Dimensions and Properties
Parallel Flange Channels
Ix
360
360
360
360
360
360
360
360
360
360
Web fy MPa
0.683
1.74
3.97
8.34
14.1
19.1
26.8
45.1
72.4
152
106mm4
Zx
Sx
798
1
1
1
1
1
1
1
1
1
1
Form Factor kf
18.2
34.7
63.5
111
157
191
233
361
483
946
30.1
40.4
51.1
60.8
72.9
80.9
91.4
99.9
119.0
x
21.4
40.3
72
129
182
221
271
421
564
946
Zex 103mm3
About x-axis
21.4
40.3
73
129
182
221
271
421
564
rx mm
147.0
About x-axis
tf
d1
tf
103mm3 103mm3
bf
r1
tw
bf - tw
y
89.4
4.56
8.01
15.2
25.7
29.9
32.7
33.6
59.3
64.4
6.84
12.0
22.5
38.5
44.1
44.5
42.6
84.9
x
ZyL
Sy
About y-axis
R
236.0
6.84
12.0
22.8
38.5
44.8
49.1
50.4
89.0
96.6
134
Load B Zey 103mm3
8.71
16.0
30.2
51.6
61.5
67.8
77.8
127.0
148.0
About y-axis
77.2
104
ZyR
xL
Load B
ry
12.6
15.9
20.8
23.9
23.8
23.8
23.5
28.4
28.1
30.4
mm
4.
3.
2.
1.
8.13
13.2
23.1
54.9
81.4
101.0
108.0
238.0
290.0
472.0
103mm4
Torsion Constant J
0.106
0.424
1.64
4.59
7.82
10.60
15.00
35.90
58.20
151.00
109mm6
Warping Constant Iw
For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/ NZS 3679.1-300. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
Notes:
8.2
14.4
27.2
46.0
53.8
58.9
61.0
107.0
117.0
161.0
103mm3 103mm3 103mm3
Load A Zey 103mm3
0.12
0.267
0.658
1.29
1.51
1.65
1.76
3.64
4.04
6.48
106mm4
ly
SHEAR CENTRE
Load A L
x0 y
Profiles PARALLEL FLANGE CHANNELS
Dimensions and Properties Handbook
7
8
9.36
6.92
75 × 40 TFC
Mass per metre kg/m
100 × 50 TFC
Designation A B mm mm
5
5
t1 mm
7
7.5
t2 mm
Thickness
8
8
r1 mm
Corner Radius
4
4
r2 mm
Properties for Assessing Section Capacity
Taper Flange Channels
882
1192
mm2
Area of Section
12.7
15.5
Centre of Gravity cy mm
B
t2
B t1 2
95
r2
r2
0.759
1.89 0.124
0.269
Moment of Inertia Jx Jy 106mm4 106mm4
r1 A
29.3
39.8
ix mm
Radius of Gyration
X
11.9
15.0
iy mm
Y
ix
iy iy
ix
Cy Y
37.8 20.2
4.54
7.82
Zy 103mm3
Modulus of Section Zx 103mm3
X
Profiles
TAPER FLANGE CHANNELS
Dimensions and Properties Handbook
December 2000
13.1
7.0 CA
December 2000
6.0 CA
5.0 CA
4.0 CA
✦
✦
✦
5.18
6.37
7.97
9.24
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
4.7
6.0
7.0
8.0
Actual Thickness t mm
4.0
4.0
8.0
8.0
8.0
4.0
4.0
8.0
8.0
8.0
4.0
4.0
8.0
8.0
8.0
4.0
8.0
8.0
8.0
63.6
63.6
63.6
63.6
63.6
70.7
70.7
70.7
70.7
70.7
88.4
88.4
88.4
88.4
88.4
106
106
106
106
32.0
32.2
32.0
32.1
32.3
35.6
35.7
35.5
35.7
35.8
44.4
44.5
44.4
44.5
44.6
53.4
53.2
53.4
53.5
Inside Co-ordinates Corner of Radius Centroid ri y1 = y4 x2 = x3 mm mm mm
Dimensions
31.1
31.2
30.1
30.3
30.4
34.6
34.7
33.6
33.8
33.9
43.4
43.6
42.5
42.6
42.8
52.4
51.3
51.4
51.6
x5 mm
660
811
1020
1180
1330
736
905
1140
1320
1490
926
1140
1440
1670
1890
1380
1740
2020
2290
Full Area of Section Af mm2
0.867
1.06
1.32
1.51
1.70
1.20
1.46
1.83
2.10
2.36
2.36
2.89
3.63
4.19
4.73
5.04
6.36
7.34
8.30
Ix 106mm4
t
13.6
16.6
20.7
23.8
26.7
16.9
20.6
25.8
29.7
33.4
26.7
32.7
41.1
47.4
53.5
47.6
59.9
69.2
78.3
b2
ri
y
x
5
1
2
36.2
36.1
36.0
35.9
35.7
40.3
40.2
40.1
39.9
39.8
50.5
50.4
50.3
50.1
50.0
60.6
60.5
60.3
60.2
rx mm
0.207
0.252
0.301
0.344
0.386
0.287
0.350
0.421
0.483
0.542
0.572
0.699
0.853
0.981
1.11
1.23
1.51
1.74
1.96
Iy 106mm4
y1
6.47
7.83
9.41
10.7
12.0
8.08
9.80
11.9
13.5
15.1
12.9
15.7
19.2
22.0
24.7
23.0
28.3
32.6
36.7
Zy2 = Zy3 103mm3
Section Properties
y
x
x5
4
3
x
6.67
8.06
9.99
11.4
12.7
8.30
10.1
12.5
14.3
16.0
13.2
16.0
20.1
23.0
25.8
23.4
29.4
33.8
38.1
Zy5 103mm3
About y-axis
y
x3
y4
a = 45°
10.1
12.4
15.2
17.4
19.7
12.6
15.4
19.0
21.8
24.7
19.9
24.4
30.3
35.0
39.6
35.6
44.3
51.3
58.2
Sy 103mm3
Notes: 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 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
20.8
25.5
32.0
36.9
41.7
25.8
31.7
39.8
46.0
52.0
40.7
50.0
63.1
73.0
82.7
72.4
91.6
106
120
Sx 103mm3
About x-axis
x
Zx1 = Zx4 103mm3
b1
y
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
7.0 CA
✦
5.78
10.5
4.0 CA
90 × 90 × 8.0 CA
✦
7.11
8.92
5.0 CA
6.0 CA
10.3
11.7
100 × 100 × 8.0 CA
7.0 CA
7.27
4.0 CA
8.95
✦
✦
✦
5.0 CA
11.3
14.9
125 × 125 × 8.0 CA
6.0 CA
10.8
5.0 CA
✦
13.6
6.0 CA
15.8
7.0 CA
✦
18.0
150 × 150 × 8.0 CA
✦
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Grade C450L0/C400L0 (TS 100)
Dimensions and Full Section Properties
x- and y-axes
DuraGal Equal Angles
17.7
17.6
17.2
17.1
17.0
19.8
19.7
19.3
19.1
19.0
24.9
24.8
24.4
24.3
24.1
29.9
29.5
29.4
29.3
ry mm
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
Dimensions and Properties Handbook
9
10
Dimensions and Properties Handbook
December 2000
4.7
3.8
4.7
3.8
3.8
2.4
3.8
2.4
3.8
2.4
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
5.0 CA
4.0 CA
65 × 65 × 6.0 CA
5.0 CA
4.0 CA
50 × 50 × 6.0 CA
5.0 CA
4.0 CA
2.5 CA
45 × 45 × 4.0 CA
2.5 CA
40 × 40 × 4.0 CA
2.5 CA
30 × 30 × 2.5 CA
2.4
4.7
6.0
6.0
6.0
6.56
6.0 CA
7.0
8.0
7.59
8.59
7.0 CA
75 × 75 × 8.0 CA
mm
Actual Thickness t
2.5
2.5
4.0
2.5
4.0
2.5
4.0
4.0
8.0
4.0
4.0
8.0
4.0
4.0
8.0
8.0
8.0
mm
21.2
28.3
28.3
31.8
31.8
35.4
35.4
35.4
35.4
46.0
46.0
46.0
53.0
53.0
53.0
53.0
53.0
mm
10.7
14.3
14.3
16.0
16.1
17.8
17.9
18.0
17.8
23.2
23.3
23.1
26.7
26.8
26.7
26.8
26.9
mm
Inside Co-ordinates Corner of Radius Centroid ri y1 = y 4 x2 = x 3
Dimensions
x5
10.2
13.7
13.4
15.4
15.2
17.2
16.9
17.1
16.0
22.2
22.4
21.3
25.8
25.9
24.8
25.0
25.1
mm
134
182
280
206
318
230
356
435
536
470
576
716
546
670
836
966
0.0191
0.0468
0.0702
0.0673
0.102
0.0930
0.141
0.170
0.208
0.318
0.386
0.477
0.495
0.601
0.747
0.854
0.957
mm2
1090
Ix 106mm4
Full Area of Section Af
Notes:
x
0.902
1.65
2.48
2.11
3.19
2.63
3.99
4.80
5.89
6.93
8.39
10.4
9.34
11.3
14.1
16.1
18.0
103mm3
Zx1 = Zx4
b1
y
b2
ri
Sx
1.40
2.55
3.89
3.25
4.98
4.04
6.20
7.53
9.29
10.7
13.0
16.2
14.3
17.5
21.9
25.2
28.4
103mm3
y
y
x
5
1
2
11.9
16.0
15.8
18.1
17.9
20.1
19.9
19.8
19.7
26.0
25.9
25.8
30.1
30.0
29.9
29.7
29.6
mm
rx
0.00438
0.0110
0.0157
0.0159
0.0231
0.0221
0.0324
0.0389
0.0434
0.0747
0.0902
0.104
0.117
0.142
0.167
0.190
0.213
106mm4
Iy
y1
0.408
0.768
1.10
0.990
1.43
1.24
1.81
2.16
2.44
3.22
3.87
4.52
4.39
5.29
6.26
7.10
7.89
103mm3
Zy2 = Zy3
Section Properties About x-axis
t
x
x5 y
x3
y4
0.431
0.801
1.17
1.03
1.52
1.28
1.91
2.28
2.71
3.36
4.03
4.91
4.55
5.48
6.73
7.62
8.46
103mm3
Zy5
About y-axis
4
3
x a = 45°
Sy
0.664
1.22
1.82
1.57
2.35
1.95
2.94
3.56
4.18
5.13
6.24
7.50
6.93
8.44
10.2
11.8
13.2
103mm3
ry
5.71
7.75
7.50
8.77
8.52
9.79
9.54
9.45
9.00
12.6
12.5
12.1
14.7
14.6
14.1
14.0
13.9
mm
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 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
✦
kg/m
mm
mm
mm
Mass per metre
Designation Nominal Leg Size Thickb2 ness b1
Grade C450L0/C400L0/C350L0 (TS 100)
Dimensions and Full Section Properties
x- and y-axes
DuraGal Equal Angles
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
December 2000
6.0 CA
5.0 CA
4.0 CA
✦
✦
5.18
6.37
7.97
9.24
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
4.7
6.0
7.0
8.0
mm
4.0
4.0
8.0
8.0
8.0
4.0
4.0
8.0
8.0
8.0
4.0
4.0
8.0
8.0
8.0
4.0
8.0
8.0
8.0
mm
Inside Corner Radius ri
24.3
24.6
25.4
25.8
26.2
26.8
27.1
27.9
28.3
28.7
33.0
33.4
34.1
34.5
34.9
39.6
40.4
40.8
41.2
mm
65.7
65.4
64.6
64.2
63.8
73.2
72.9
72.1
71.7
71.3
92.0
91.6
90.9
90.5
90.1
110
110
109
109
mm
Co-ordinates of Centroid pB = nL pT = nR
660
811
1020
1180
1330
736
905
1140
1320
1490
926
1140
1440
1670
1890
1380
1740
2020
0.537
0.654
0.809
0.928
1.04
0.742
0.905
1.12
1.29
1.45
1.47
1.80
2.24
2.58
2.92
3.14
3.93
4.54
5.13
mm2
2290
In = Ip 106mm4
Full Area of Section Af
n
22.1
26.6
31.9
36.0
39.8
27.7
33.4
40.3
45.6
50.6
44.5
53.8
65.7
74.9
83.5
79.1
97.4
111
125
103mm3
ZnB = ZpL
b1
b2
ri
103mm3
ZnT = ZpR
8.16
10.0
12.5
14.5
16.3
10.1
12.4
15.6
18.0
20.4
16.0
19.6
24.7
28.6
32.4
28.4
35.9
41.6
47.2
n pB
pT L
nL
T
14.7
18.0
22.7
26.1
29.5
18.3
22.4
28.2
32.5
36.8
28.8
35.3
44.6
51.6
58.5
51.2
64.8
75.1
85.2
103mm3
Sn = Sp
28.5
28.4
28.2
28.1
27.9
31.7
31.6
31.5
31.3
31.2
39.8
39.7
39.5
39.4
39.2
47.7
47.6
47.4
47.3
mm
rn = rp
Section Properties
n
About n- and p-axes
p
t
p
p
nR
R
-0.330
-0.402
-0.509
-0.584
-0.657
-0.454
-0.555
-0.703
-0.808
-0.910
-0.896
-1.10
-1.39
-1.60
-1.81
-1.91
-2.42
-2.80
-3.17
106mm4
Product of 2nd Moment of Area Inp
B
Notes: 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 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
7.0 CA
✦
10.5
90 × 90 × 8.0 CA
✦
5.78
4.0 CA
7.11
5.0 CA
8.92
6.0 CA
✦
10.3
7.0 CA
✦
✦
7.27
11.7
4.0 CA
100 × 100 × 8.0 CA
✦
8.95
13.1
7.0 CA
5.0 CA
14.9
125 × 125 × 8.0 CA
11.3
10.8
5.0 CA
6.0 CA
13.6
6.0 CA
✦
15.8
7.0 CA
✦
kg/m
✦
mm
18.0
mm
Actual Thickness t
Dimensions
Mass per metre
150 × 150 × 8.0 CA
mm
Designation Nominal Leg Size Thickb1 b2 ness
Grade C450L0/C400L0 (TS 100)
Dimensions and Full Section Properties
n- and p-axes
DuraGal Equal Angles
p
n
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
Dimensions and Properties Handbook
11
12
mm
Dimensions and Properties Handbook
December 2000
1.81
2.50
1.62
2.5 CA
45 × 45 × 4.0 CA
2.5 CA
2.4
2.4
3.8
2.4
3.8
4.7
6.0
6.0
2.5
2.5
4.0
2.5
4.0
2.5
4.0
4.0
8.0
4.0
4.0
8.0
4.0
4.0
8.0
8.0
8.0
mm
Inside Corner Radius ri
8.61
11.1
11.8
12.4
13.0
13.6
14.3
14.6
15.4
18.0
18.4
19.2
20.5
20.9
21.7
22.1
22.5
mm
21.4
28.9
28.2
32.6
32.0
36.4
35.7
35.4
34.6
47.0
46.6
45.8
54.5
54.1
53.3
52.9
52.5
mm
Co-ordinates of Centroid pB = nL pT = nR
134
182
280
206
318
230
356
435
536
470
576
716
546
670
836
966
1090
0.0118
0.0289
0.0430
0.0416
0.0623
0.0576
0.0868
0.104
0.126
0.197
0.238
0.291
0.306
0.372
0.457
0.522
0.585
In = Ip 106mm4
mm2
n
Full Area of Section Af
b1
p
t
p
n
1.37
2.60
3.65
3.36
4.79
4.23
6.08
7.14
8.15
10.9
13.0
15.2
14.9
17.8
21.1
23.7
26.0
103mm3
ZnB = ZpL
b2
ri pB nL p
B
103mm3
ZnT = ZpR
0.550
0.999
1.52
1.27
1.95
1.58
2.43
2.95
3.64
4.18
5.10
6.35
5.62
6.86
8.57
9.87
11.1
nR
R
n
0.994
1.80
2.75
2.30
3.52
2.86
4.39
5.33
6.59
7.56
9.22
11.5
10.1
12.4
15.5
17.8
20.1
103mm3
Sn = Sp
9.35
12.6
12.4
14.2
14.0
15.8
15.6
15.5
15.3
20.5
20.3
20.2
23.7
23.5
23.4
23.2
23.1
mm
rn = rp
Section Properties
L
About n- and p-axes
n
pT
T
p
-0.00738
-0.0179
-0.0272
-0.0257
-0.0392
-0.0355
-0.0544
-0.0655
-0.0823
-0.122
-0.148
-0.186
-0.189
-0.230
-0.290
-0.332
-0.372
106mm4
Product of 2nd Moment of Area Inp
Notes: 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 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
1.06
2.79
4.0 CA
30 × 30 × 2.5 CA
3.42
5.0 CA
2.20
2.4
4.21
1.43
3.8
3.69
4.0 CA
50 × 50 × 6.0 CA
2.5 CA
3.8
4.52
5.0 CA
40 × 40 × 4.0 CA
4.7
5.62
65 × 65 × 6.0 CA
3.8
4.29
4.7
6.0
5.26
6.56
6.0 CA
7.0
8.0
mm
4.0 CA
7.59
7.0 CA
8.59
kg/m
Actual Thickness t
Dimensions
Mass per metre
5.0 CA
✦
75 × 75 × 8.0 CA
mm mm
Nominal Leg Size Thickb1 b2 ness
Designation
Grade C450L0/C400L0/C350L0 (TS 100)
Dimensions and Full Section Properties
n- and p-axes
DuraGal Equal Angles
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
15.8
7.0 CA
6.0 CA
✦
December 2000
4.0 CA
✦
6.0 CA
5.0 CA
4.0 CA
✦
✦
✦
5.18
6.37
7.97
9.24
10.5
5.78
7.11
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
4.7
6.0
7.0
8.0
Actual Thickness t mm
7.8
8.7
14.0
15.0
16.0
7.8
8.7
14.0
15.0
16.0
7.8
8.7
14.0
15.0
16.0
8.7
14.0
15.0
16.0
Outside Corner Radius ro mm
21.6
17.3
12.7
10.7
9.25
24.3
19.4
14.3
12.1
10.5
30.8
24.7
18.5
15.7
13.6
30.1
22.7
19.3
16.8
b1 - ro t
21.6
17.3
12.7
10.7
9.25
24.3
19.4
14.3
12.1
10.5
30.8
24.7
18.5
15.7
13.6
30.1
22.7
19.3
16.8
b2 - ro t
Ratios
450
450
450
400
400
450
450
450
400
400
450
450
450
400
400
450
450
400
400
fy MPa
Yield Stress
Grade
364
530
834
1100
1330
370
541
859
1150
1410
379
560
902
1230
1530
572
929
1280
1610
Effective Area of Section Ae mm2
0.552
0.654
0.821
0.936
1.00
0.502
0.598
0.756
0.872
0.946
0.409
0.491
0.628
0.736
0.809
0.416
0.535
0.632
0.701
Ae Af
b1
y
0.454
0.672
1.10
1.50
1.70
0.567
0.837
1.38
1.90
2.36
0.917
1.34
2.20
3.06
3.90
1.99
3.22
4.48
5.74
y
y
x
5
1
2
8.76
12.2
18.3
23.6
26.7
10.2
14.1
21.3
27.7
33.4
14.0
19.4
29.1
38.3
46.9
25.3
37.6
49.4
60.8
Zex1 = Zex4 103mm3
0.123
0.185
0.287
0.344
0.386
0.154
0.230
0.363
0.483
0.542
0.248
0.368
0.584
0.824
1.05
0.544
0.856
1.21
1.56
Iey2,3 106mm4
y
4.54
6.33
9.10
10.7
12.0
5.28
7.37
10.7
13.5
15.1
7.31
10.2
14.8
19.6
23.9
13.2
19.3
25.5
31.4
0.207
0.252
0.301
0.344
0.386
0.287
0.350
0.421
0.483
0.542
0.572
0.699
0.853
0.981
1.11
1.23
1.51
1.74
1.96
Iey5 106mm4
About y-axis
4
3
x
Zey2,3 103mm3
Effective Section Properties
b2
ro
About x-axis Iex1 = Iex4 106mm4
x
t
x
6.47
7.83
9.41
10.7
12.0
8.08
9.80
11.9
13.5
15.1
12.9
15.7
19.2
22.0
24.7
23.0
28.3
32.6
36.7
Zey5 103mm3
✦ 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 £ 2.5 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 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.
7.0 CA
✦
90 × 90 × 8.0 CA
5.0 CA
✦
6.0 CA
8.92
10.3
7.0 CA
✦
7.27
11.7
4.0 CA
8.95
100 × 100 × 8.0 CA
✦
5.0 CA
11.3
13.1
7.0 CA
6.0 CA
14.9
✦
10.8
5.0 CA
125 × 125 × 8.0 CA
13.6
18.0
150 × 150 × 8.0 CA
✦
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0/C400L0 (TS 100)
Effective Section Properties
x- and y-axes
DuraGal Equal Angles
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
Dimensions and Properties Handbook
13
14
8.59
75 × 75 × 8.0 CA
Dimensions and Properties Handbook
December 2000
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
6.0 CA
5.0 CA
4.0 CA
65 × 65 × 6.0 CA
5.0 CA
4.0 CA
50 × 50 × 6.0 CA
5.0 CA
4.0 CA
2.5 CA
45 × 45 × 4.0 CA
2.5 CA
40 × 40 × 4.0 CA
2.5 CA
30 × 30 × 2.5 CA
2.4
2.4
3.8
2.4
3.8
2.4
3.8
4.7
6.0
3.8
4.7
6.0
3.8
4.7
6.0
7.0
8.0
Actual Thickness t mm
4.9
4.9
7.8
4.9
7.8
4.9
7.8
8.7
14.0
7.8
8.7
14.0
7.8
8.7
14.0
15.0
16.0
Outside Corner Radius ro mm
10.5
14.6
8.47
16.7
9.79
18.8
11.1
8.79
6.00
15.1
12.0
8.50
17.7
14.1
10.2
8.57
7.38
b1 - ro t
10.5
14.6
8.47
16.7
9.79
18.8
11.1
8.79
6.00
15.1
12.0
8.50
17.7
14.1
10.2
8.57
7.38
b2 - r o t
Ratios
350
350
450
350
450
350
450
450
450
450
450
450
450
450
450
400
400
fy MPa
Yield Stress
Grade
132
147
280
152
303
156
316
435
536
342
487
716
353
508
781
966
1090
Effective Area of Section Ae mm2
0.980
0.806
1.00
0.736
0.952
0.676
0.888
1.00
1.00
0.727
0.846
1.00
0.646
0.759
0.934
1.00
1.00
Ae Af
b1
y
Notes: 1. 2. 3. 4. 5.
y
x
5
1
2
0.902
1.45
2.48
1.71
3.19
1.98
3.78
4.80
5.89
5.54
7.65
10.4
6.78
9.41
13.9
16.1
18.0
Zex1 = Zex4 103mm3
0.00438
0.0104
0.0157
0.0135
0.0231
0.0169
0.0324
0.0389
0.0434
0.0619
0.0902
0.104
0.0840
0.125
0.167
0.190
0.213
Iey2,3 106mm4
y
0.408
0.740
1.10
0.884
1.43
1.03
1.81
2.16
2.44
2.83
3.87
4.52
3.49
4.84
6.26
7.10
7.89
Zey2,3 103mm3
0.00438
0.0110
0.0157
0.0159
0.0231
0.0221
0.0324
0.0389
0.0434
0.0747
0.0902
0.104
0.117
0.142
0.167
0.190
0.213
Iey5 106mm4
About y-axis
4
3
x
0.408
0.768
1.10
0.990
1.43
1.24
1.81
2.16
2.44
3.22
3.87
4.52
4.39
5.29
6.26
7.10
7.89
Zey5 103mm3
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 MPa and fu = 450 MPa). Ae is calculated for sections with uniform axial compressive stress fy. 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. 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". Effective section properties are calculated in accordance with AS/NZS 4600.
0.0191
0.0385
0.0702
0.0494
0.102
0.0615
0.131
0.170
0.208
0.230
0.337
0.477
0.310
0.458
0.735
0.854
0.957
y
x
Effective Section Properties
b2
ro
About x-axis
t
Iex1 = Iex4 106mm4
x
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
7.59
7.0 CA
✦
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0/C400L0/C350L0 (TS 100)
Effective Section Properties
x- and y-axes
DuraGal Equal Angles
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
13.1
7.0 CA
December 2000
6.0 CA
5.0 CA
4.0 CA
✦
✦
5.18
6.37
7.97
9.24
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
3.8
4.7
6.0
7.0
8.0
4.7
6.0
7.0
8.0
Actual Thickness t mm
7.8
8.7
14.0
15.0
16.0
7.8
8.7
14.0
15.0
16.0
7.8
8.7
14.0
15.0
16.0
8.7
14.0
15.0
16.0
Outside Corner Radius ro mm
21.6
17.3
12.7
10.7
9.25
24.3
19.4
14.3
12.1
10.5
30.8
24.7
18.5
15.7
13.6
30.1
22.7
19.3
16.8
b1 - ro t
21.6
17.3
12.7
10.7
9.25
24.3
19.4
14.3
12.1
10.5
30.8
24.7
18.5
15.7
13.6
30.1
22.7
19.3
16.8
b2 - ro t
Ratios
450
450
450
400
400
450
450
450
400
400
450
450
450
400
400
450
450
400
400
fy MPa
Yield Stress
Grade
364
530
834
1100
1330
370
541
859
1150
1410
379
560
902
1230
1530
572
929
1280
1610
Effective Area of Section Ae mm2
0.552
0.654
0.821
0.936
1.00
0.502
0.598
0.756
0.872
0.946
0.409
0.491
0.628
0.736
0.809
0.416
0.535
0.632
0.701
Ae Af
b1 n
b2
ro
n n
L
T
p
B
0.214
0.357
0.657
0.928
1.04
0.252
0.421
0.782
1.18
1.45
0.357
0.594
1.11
1.73
2.34
0.791
1.47
2.31
3.17
IenT = IepR 106mm4
4.33
6.58
10.8
14.5
16.3
4.81
7.32
12.1
16.9
20.4
6.01
9.13
15.2
21.7
27.8
11.0
18.1
26.1
33.8
ZenT = ZepR 103mm3
0.489
0.629
0.809
0.928
1.04
0.653
0.847
1.12
1.29
1.45
1.20
1.57
2.13
2.57
2.92
2.57
3.53
4.32
5.04
IenB = IepL 106mm4
About n-and p-axis
Effective Section Properties
p
t
p
R
n
7.82
9.83
12.5
14.5
16.3
9.55
12.0
15.6
18.0
20.4
14.5
18.4
24.1
28.5
32.4
25.9
34.1
40.7
46.8
ZenB = ZepL 103mm3
Notes: 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 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.
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
7.0 CA
✦
10.5
90 × 90 × 8.0 CA
✦
5.78
4.0 CA
7.11
5.0 CA
8.92
6.0 CA
✦
10.3
7.0 CA
✦
✦
7.27
11.7
4.0 CA
100 × 100 × 8.0 CA
✦
8.95
14.9
125 × 125 × 8.0 CA
5.0 CA
10.8
5.0 CA
11.3
13.6
6.0 CA
✦
6.0 CA
15.8
7.0 CA
✦
18.0
150 × 150 × 8.0 CA
✦
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0/C400L0 (TS 100)
Effective Section Properties
n- and p-axes
DuraGal Equal Angles p
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
Dimensions and Properties Handbook
15
16
8.59
7.59
75 x 75 x 8.0 CA
✦
4.7
3.8
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
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
December 2000
5.0 CA
4.0 CA
2.5 CA
Dimensions and Properties Handbook
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
7.8
4.9
7.8
8.7
14.0
7.8
8.7
14.0
7.8
8.7
14.0
15.0
16.0
Outside Corner Radius ro mm
10.5
14.6
8.47
16.7
9.79
18.8
11.1
8.79
6.00
15.1
12.0
8.50
17.7
14.1
10.2
8.57
7.38
b1 - ro t
10.5
14.6
8.47
16.7
9.79
18.8
11.1
8.79
6.00
15.1
12.0
8.50
17.7
14.1
10.2
8.57
7.38
b2 - ro t
Ratios
350
350
450
350
450
350
450
450
450
450
450
450
450
450
450
400
400
fy MPa
Yield Stress
Grade
132
147
280
152
303
156
316
435
536
342
487
716
353
508
781
966
1090
Effective Area of Section Ae mm2
0.980
0.806
1.00
0.736
0.952
0.676
0.888
1.00
1.00
0.727
0.846
1.00
0.646
0.759
0.934
1.00
1.00
Ae Af
b1 n n n
L
T
p
B
0.0118
0.0231
0.0430
0.0281
0.0623
0.0333
0.0821
0.104
0.126
0.129
0.208
0.291
0.162
0.266
0.457
0.522
0.585
0.550
0.856
1.52
0.972
1.95
1.08
2.34
2.95
3.64
3.13
4.65
6.35
3.62
5.45
8.57
9.87
11.1
ZenT = ZepR 103mm3
R
0.0118
0.0289
0.0430
0.0414
0.0623
0.0560
0.0868
0.104
0.126
0.195
0.238
0.291
0.293
0.372
0.457
0.522
0.585
IenB = IepL 106mm4
About n-and p-axis
Effective Section Properties
b2
ro
IenT = IepR 106mm4
p
t
p
p
n
0.550
0.999
1.52
1.27
1.95
1.56
2.43
2.95
3.64
4.17
5.10
6.35
5.51
6.86
8.57
9.87
11.1
ZenB = ZepL 103mm3
Notes: 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 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.
✦ These items are not commonly stocked but are available on request. A minimum order quantity may apply on some sizes.
2.4
2.4
3.8
2.4
3.8
2.4
3.8
4.7
6.0
6.0
3.8
4.7
6.56
6.0
7.0
8.0
Actual Thickness t mm
6.0 CA
7.0 CA
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0/C400L0/C350L0 (TS 100)
Effective Section Properties
n- and p-axes
DuraGal Equal Angles
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
December 2000
✦
✦ ✦ ✦ ✦
✦ ✦
✦
✦
✦
✦ ✦
kg/m
18.0 15.8 13.6 10.8 14.9 13.1 11.3 8.95 7.27 11.7 10.3 8.92 7.11 5.78 10.5 9.24 7.97 6.37 5.18 8.59 7.59 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
150 × 150 × 8.0 CA 7.0 CA 6.0 CA 5.0 CA 125 × 125 × 8.0 CA 7.0 CA 6.0 CA 5.0 CA 4.0 CA 100 × 100 × 8.0 CA 7.0 CA 6.0 CA 5.0 CA 4.0 CA 90 × 90 × 8.0 CA 7.0 CA 6.0 CA 5.0 CA 4.0 CA 75 × 75 × 8.0 CA 7.0 CA 6.0 CA 5.0 CA 4.0 CA 65 × 65 × 6.0 CA 5.0 CA 4.0 CA 50 × 50 × 6.0 CA 5.0 CA 4.0 CA 2.5 CA 45 × 45 × 4.0 CA 2.5 CA 40 × 40 × 4.0 CA 2.5 CA 30 × 30 × 2.5 CA
Mass per metre
Designation Nominal Leg Size Thickb2 ness b1 mm mm mm
49.0 32.9 20.8 10.1 40.4 27.2 17.2 8.39 4.46 31.9 21.5 13.6 6.66 3.54 28.5 19.2 12.2 5.97 3.18 23.4 15.8 10.0 4.93 2.63 8.59 4.24 2.26 6.43 3.20 1.71 0.442 1.53 0.396 1.35 0.350 0.258
J 103mm4
Torsion Constant
Grade C450L0/C400L0/C350L0 (TS 100)
51.6 51.8 52.0 52.2 42.8 43.0 43.1 43.4 43.5 33.9 34.1 34.3 34.5 34.7 30.4 30.6 30.8 31.0 31.1 25.1 25.3 25.5 25.7 25.8 21.9 22.2 22.3 16.6 16.8 17.0 17.3 15.2 15.5 13.5 13.7 10.2
Coordinate of Shear Centre xo mm
Section Properties for Member Stability
x- and y-axes
DuraGal Equal Angles
84.3 84.6 84.9 85.2 69.9 70.1 70.4 70.8 71.1 55.4 55.7 56.0 56.4 56.6 49.7 49.9 50.2 50.6 50.9 41.0 41.3 41.6 41.9 42.2 35.8 36.2 36.4 27.1 27.5 27.8 28.2 24.9 25.3 22.0 22.4 16.6
Polar Radius of Gyration about the Shear Centre ro1 mm
206 207 208 209 171 172 173 173 174 136 136 137 138 139 122 122 123 124 125 100 101 102 103 103 87.7 88.6 89.2 66.5 67.4 68.0 69.0 61.0 61.9 53.9 54.9 40.7
Monosymmetry Section Constant by mm
Shear Centre
x xo
y
x a = 45°
Notes: 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 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. bx 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.
A minimum order quantity may apply on some sizes.
✦ These items are not commonly stocked but are available on request.
y
DuraGal® Profiles
DURAGAL® EQUAL ANGLES
Dimensions and Properties Handbook
17
18
4.34
5.0 CA
4.0 CA
✦
✦
3.8
4.7
6.0
4.0
4.0
8.0
50.8
50.6
50.0
y1 mm
38.3
38.4
39.2
y4 mm
14.1
14.4
14.9
x2 mm
26.1
26.1
25.3
x3 mm
Coordinates of Centroid
Dimensions
18.3
18.5
17.8
x5 mm
0.464
0.462
0.472
Tan a
451
553
686
0.312
0.378
0.464
Full Area of Section Af Ix mm2 106mm4
x y
ri
About x-axis
b2
t x
6.15
7.47
9.29
8.15
9.83
11.9
10.4
12.7
15.7
y
5
1
x2 2
x5
3
x3
4
y
a
y1 x y4
26.3
26.2
26.0
rx mm
0.0524
0.0631
0.0731
Iy 106mm4
Section Properties
x
Zx1 Zx4 Sx 103mm3 103mm3 103mm3
b1
y
3.71
4.38
4.89
Zy2 103mm3
2.01
2.42
2.89
2.87
3.42
4.10
Zy3 Zy5 103mm3 103mm3
About y-axis
y
4.08
4.96
5.97
Sy 103mm3
December 2000
Dimensions and Properties Handbook
5.0 CA
4.0 CA
✦
✦
3.8
4.7
6.0
7.8
8.7
14.0
Actual Outside Thick- Corner ness Radius t ro mm mm
17.7
14.1
10.2
b1 - ro t
11.1
8.79
6.00
b2 - ro t
Ratios
450
450
450
fy MPa
Yield Stress
Grade
334
472
658
Effective Area of Section Ae mm2
0.741
0.854
0.960
Ae Af
0.185
0.286
0.464
Iex1 106mm4
9.29
4.30
6.17
0.309
0.378
0.464
Iex4 106mm4
About x-axis Zex1 103mm3
y
x
5
2
6.10
7.47
9.29
Zex4 103mm3
0.0520
0.0631
0.0731
Iey2,3 106mm4
Effective Section Properties
b2
ro
x
1
y
3
2.89
1.99
2.42
0.0524
0.0631
0.0731
Iey5 106mm4
About y-axis Zey2,3 103mm3
4
x
2.01
2.42
2.89
Zey5 103mm3
Notes: 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 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.
on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes.
✦ DuraGal Unequal Angles are not a common stock item but sizes 100 × 75, 125 × 75, 150 × 100 in 6 or 8 mm wall thickness are also available on request. A minimum order quantity may apply
3.54
5.38
4.34
✦ 75 × 50 × 6.0 CA
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0 (TS 100)
Effective Section Properties
x
b1
t
y
Notes: 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 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes.
✦ DuraGal Unequal Angles are not a common stock item but sizes 100 × 75, 125 × 75, 150 × 100 in 6 or 8 mm wall thickness are also available on request. A minimum order quantity may apply
3.54
5.38
Mass Actual Inside per Thick- Corner metre ness Radius t ri kg/m mm mm
✦ 75 × 50 × 6.0 CA
Designation Nominal Leg Size Thickness b1 b2 mm mm mm
Grade C450L0 (TS 100)
Dimensions and Full Section Properties
x- and y-axes
DuraGal Unequal Angles
10.8
10.7
10.3
ry mm
DuraGal® Profiles
DURAGAL® UNEQUAL ANGLES
4.34
5.0 CA
4.0 CA
✦
✦
24.4
24.8
25.7
pB mm
50.6
50.2
49.3
pT mm
11.7
12.0
12.7
nL mm
Coordinates of Centroid
Dimensions
38.3
38.0
37.3
nR mm
451
553
686
Full Area of Section Af mm2
0.266
0.323
0.393
In 106mm4
10.9
13.0
15.3
ZnB 103mm3
n
5.26
6.43
7.98
9.43
11.5
14.2
ZnT Sn 103mm3 103mm3
About n-axis
b1
p
ri
24.3
24.2
23.9
rn mm
b2
t n pB
0.0983
0.119
0.144
Ip 106mm4
n
pT
p
nL
B
nR
R
n
8.44
9.86
11.4
ZpL 103mm3
2.57
3.12
3.87
ZpR 103mm3
About p-axis
Section Properties
L
T
p
4.54
5.56
6.97
Sp 103mm3
14.8
14.6
14.5
rp mm
-0.0991
-0.120
-0.151
Product of 2nd Moment of Area Inp 106mm4
December 2000
5.38
4.34
✦ 75 × 50 × 6.0 CA
5.0 CA
4.0 CA
✦
✦
3.8
4.7
6.0
Actual Thickness t mm
7.8
8.7
14.0
Outside Corner Radius ro mm
17.7
14.1
10.2
b1 - ro t
11.1
8.79
6.00
b2 - ro t
Ratios
450
450
450
fy MPa
Yield Stress
Grade
334
472
658
Effective Area of Section Ae mm2
0.741
0.854
0.960
Ae Af
0.153
0.243
0.393
IenT 106mm4
b2
3.59
5.29
7.98
ZenT 103mm3
n
n
L
T
p
B
R
0.266
0.323
0.393
IenB 106mm4
5.26
6.43
7.98
ZenB 103mm3
0.0909
0.119
0.144
IepR 106mm4
Effective Section Properties
p
ro
About x-axis
n
t n
2.43
3.12
3.87
ZepR 103mm3
0.0967
0.119
0.144
IepL 106mm4
About y-axis
2.55
3.12
3.87
ZepL 103mm3
on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes. Notes: 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 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.
✦ DuraGal Unequal Angles are not a common stock item but sizes 100 × 75, 125 × 75, 150 × 100 in 6 or 8 mm wall thickness are also available on request. A minimum order quantity may apply
3.54
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Dimensions
Grade C450L0 (TS 100)
Effective Section Properties
b1
p
on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes. Notes: 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 MPa and fu = 450 MPa). p 2. Full section properties are calculated in accordance with AS/NZS 4600.
✦ DuraGal Unequal Angles are not a common stock item but sizes 100 × 75, 125 × 75, 150 × 100 in 6 or 8 mm wall thickness are also available on request. A minimum order quantity may apply
3.54
5.38
✦ 75 × 50 × 6.0 CA
kg/m
Mass per metre
Designation Nominal Leg Size Thickb1 b2 ness mm mm mm
Grade C450L0 (TS 100)
Dimensions and Full Section Properties
n- and p-axes
DuraGal Unequal Angles p
DuraGal® Profiles
DURAGAL® UNEQUAL ANGLES
Dimensions and Properties Handbook
19
20
4.34
4.0 CA
✦
2.17
4.07
8.23
J 103mm4
Torsion Constant
17.7
17.6
17.3
16.2
16.2
16.2
Coordinates of Shear Centre xo yo mm mm
37.2
36.9
36.6
Polar Radius of Gyration about the Shear Centre ro1 mm
39.3
39.2 80.8
80.2
79.2
Monosymmetry Section Constants bx by mm mm
39.2
yo
Shear Centre
x
y
Notes: 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 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. bx 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.
are also available on request. A minimum order quantity may apply on some sizes. Please contact your local Steel & Tube branch for information and availability on these sizes.
✦ DuraGal Unequal Angles are not a common stock item but sizes 100 × 75, 125 × 75, 150 × 100 in 6 or 8 mm wall thickness
3.54
5.38
5.0 CA
✦
kg/m
Mass per metre
✦ 75 × 50 × 6.0 CA
Designation Nominal Leg Size Thickb2 ness b1 mm mm mm
Grade C450L0 (TS 100)
Section Properties for Member Stability
x- and y-axes
DuraGal Unequal Angles
xo y
a
x
DuraGal® Profiles
DURAGAL® UNEQUAL ANGLES
Dimensions and Properties Handbook
December 2000
6.0
4.7
19.2
16.9
15.5
12.4
11.6
10.5
7.23
5.59
4.25
250 × 90 × 6.0 CC
230 × 75 × 6.0 CC
200 × 75 × 6.0 CC
5.0 CC
180 × 75 × 5.0 CC
December 2000
150 × 75 × 5.0 CC
125 × 65 × 4.0 CC
100 × 50 × 4.0 CC
75 × 40 × 4.0 CC
4.0
4.0
4.0
4.0
4.0
4.0
8.0
8.0
8.0
8.0
8.0
8.0
Inside Corner Radius ri mm
67.4
92.4
117
141
171
191
188
218
238
288
286
284
Depth Between Flanges d - 2t mm
12.1
14.3
18.3
20.9
19.1
18.1
18.8
17.5
21.6
19.5
19.9
20.3
Coord. of Centroid xL mm
541
712
921
1340
1480
1580
1970
2150
2450
2750
3190
3630
Full Area of Section Af mm2
0.457
1.08
2.25
4.67
7.16
9.18
11.2
15.7
21.9
34.0
39.2
44.2
Ix 106mm4
12.2
21.7
36.1
62.3
79.5
91.8
112
137
176
227
261
294
Zx 103mm3
14.4
25.4
41.8
72.5
93.7
109
135
166
210
275
317
359
bf
t
ri
d – 2t
29.1
39.0
49.5
59.0
69.5
76.4
75.5
85.5
94.6
111
111
110
rx mm
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.17
2.44
Iy 106mm4
Section Properties
Sx 103mm3
About x-axis
d
Notes: 1. Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa). 2. Full section properties are calculated in accordance with AS/NZS 4600.
3.8
3.8
3.8
4.7
4.7
6.0
6.0
6.0
21.6
6.0 CC
7.0
8.0
25.1
28.5
300 × 90 × 8.0 CC
Actual Thickness t mm
Dimensions
7.0 CC
kg/m
Mass per metre
Designation Nominal Thickd bf ness mm mm mm
Grade C450L0/C400L0 (TS 100)
Dimensions and Full Section Properties
x- and y-axes
DuraGal Channels
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
30.9
35.0
xL y
R
6.93
12.2
21.2
35.6
41.2
44.9
53.4
59.8
83.3
96.6
109
120
ZyL 103mm3
About y-axis
L
ZyR 103mm3
x
y
5.46
8.78
15.1
24.8
25.1
25.3
31.8
32.2
46.4
47.1
54.6
62.1
Sy 103mm3
x
12.5
15.6
20.5
23.5
23.1
22.7
22.6
22.0
27.1
26.2
26.1
25.9
ry mm
DuraGal® Profiles
DURAGAL® CHANNELS
Dimensions and Properties Handbook
21
22
Dimensions and Properties Handbook
December 2000
15.5
12.4
11.6
10.5
200 × 75 × 6.0 CC
5.0 CC
180 × 75 × 5.0 CC
150 × 75 × 5.0 CC
Notes: 1. 2. 3. 4. 5.
3.8
3.8
3.8
4.7
4.7
4.7
6.0
6.0
6.0
6.0
7.0
8.0
Actual Thickness t mm
7.8
7.8
7.8
8.7
8.7
8.7
14.0
14.0
14.0
14.0
15.0
16.0
67.4
92.4
117
141
171
191
188
218
238
288
286
284
15.6
22.2
28.8
28.2
34.6
38.9
28.7
33.7
37.0
45.3
38.6
33.5
Outside Depth Corner Between Radius Flanges (d-2ro) ro d-2t t mm mm
8.47
11.1
15.1
14.1
14.1
14.1
10.2
10.2
12.7
12.7
10.7
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
0.835
0.915
de (d-2ro)
Ratios
1.00
0.875
0.705
0.741
0.741
0.741
0.925
0.925
0.801
0.801
0.929
1.00
be (b-ro)
1.00
0.944
0.845
0.869
0.820
0.787
0.955
0.906
0.831
0.763
0.879
0.950
Ae Af
d
450
450
450
450
450
450
450
450
450
450
400
400
fy MPa
Yield Stress
Grade
d – 2t
L
y
541
672
779
1160
1220
1240
1880
1950
2040
2100
2810
3450
0.457
1.04
2.00
4.22
6.50
8.37
11.0
15.4
20.5
32.0
38.3
44.2
R
x
12.2
20.1
29.8
52.9
68.4
79.5
108
132
158
206
253
294
0.0840
0.164
0.256
0.532
0.550
0.560
1.00
1.05
1.41
1.46
2.17
2.44
3.01
4.67
6.24
10.9
11.0
11.0
17.9
18.2
22.2
22.4
30.9
35.0
ZeyR 103mm3
0.0840
0.174
0.388
0.743
0.787
0.812
1.00
1.05
1.79
1.89
2.17
2.44
IeyL 106mm4
About y-axis
Effective Section Properties
x
Effective Area of About x-axis Section Ae Iex Zex IeyR mm2 106mm4 103mm3 106mm4
bf
ro
t
Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450 MPa). de and be are the effective widths of the web and flange respectively. de, be and Ae are calculated for sections with uniform axial compressive stress fy. IeyL and ZeyL are for compression at point "L"; IeyR and ZeyR are for compression at point "R". Effective section properties are calculated in accordance with AS/NZS 4600.
4.25
16.9
230 × 75 × 6.0 CC
75 × 40 × 4.0 CC
19.2
250 × 90 × 6.0 CC
5.59
21.6
6.0 CC
7.23
25.1
7.0 CC
100 × 50 × 4.0 CC
28.5
300 × 90 × 8.0 CC
125 × 65 × 4.0 CC
kg/m
Mass per metre
Designation Nominal Thickd bf ness mm mm mm
Dimensions
Grade C450L0/C400L0 (TS 100)
Effective Section Properties
x- and y-axes
DuraGal Channels
y
3.01
4.86
8.32
13.7
14.1
14.3
17.9
18.2
26.2
26.8
30.9
35.0
ZeyL 103mm3
DuraGal® Profiles
DURAGAL® CHANNELS
December 2000
16.9
15.5
12.4
11.6
10.5
7.23
5.59
4.25
230 × 75 × 6.0 CC
200 × 75 × 6.0 CC
5.0 CC
180 × 75 × 5.0 CC
150 × 75 × 5.0 CC
125 × 65 × 4.0 CC
100 × 50 × 4.0 CC
75 × 40 × 4.0 CC
2.60
3.43
4.43
9.87
10.9
11.6
23.7
25.8
29.4
33.0
52.2
0.0760
0.285
1.01
2.77
4.29
5.52
6.78
9.48
19.2
29.6
33.7
37.7
Iw 109mm6
J 103mm4
77.4
Warping Constant
Torsion Constant
24.4
30.1
40.0
45.4
42.4
40.6
40.2
37.8
47.8
44.0
43.7
43.4
Coordinate of Shear Centre xo mm
40.1
51.8
67.0
78.3
84.9
89.7
89.0
96.7
110
123
123
122
Polar Radius of Gyration about the Shear Centre ro1 mm
85.9
113
145
171
197
218
217
254
273
340
339
338
Monosymmetry Section Constant ßy mm
Shear Centre
x
xo
Notes: 1. Steel grade C450L0 / C400L0 (for t £ 6.0 mm fy = 450 MPa and fu = 500 MPa, and for t > 6.0 mm fy = 400 MPa and fu = 450MPa). 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.
19.2
250 × 90 × 6.0 CC
25.1
7.0 CC
21.6
28.5
300 × 90 × 8.0 CC
6.0 CC
kg/m
Mass per metre
Designation Nominal Thickd bf ness mm mm mm
Grade C450L0/C400L0 (TS 100)
Section Properties for Member Stability
x- and y-axes
DuraGal Channels
y
y
x
DuraGal® Profiles
DURAGAL® CHANNELS
Dimensions and Properties Handbook
23
24
December 2000
Dimensions and Properties Handbook
3.88 4.71
3.69 2.98 2.77 2.24 2.40
1.94 1.84 1.49
4.0 CF 100 × 6.0 CF
CF CF CF CF CF
5.0 4.0 75 × 5.0 4.0 65 × 5.0
4.0 CF 50 × 5.0 CF 4.0 CF
7.07 5.53 4.47 6.12 4.80
11.1 15.7 11.8 9.22 12.6 9.42 7.38 9.42
18.8 14.1
kg/m
Mass per metre
3.8 4.7 3.8
4.7 3.8 4.7 3.8 4.7
3.8 6.0
6.0 4.7 3.8 6.0 4.7
4.7 8.0 6.0 4.7 8.0 6.0 4.7 8.0
8.0 6.0
Actual Thickness t mm
400 400 400
400 400 400 400 400
400 400
400 400 400 400 400
400 350 400 400 350 400 400 350
350 400
fy MPa
Yield Stress
Grade
247 235 190
470 380 353 285 306
494 600
900 705 570 780 611
1410 2000 1500 1180 1600 1200 940 1200
2400 1800
Full Area of Section Af mm2
0.348 0.196 0.158
1.57 1.27 0.661 0.534 0.430
2.78 2.00
6.75 5.29 4.28 4.39 3.44
42.3 41.7 31.3 24.5 21.3 16.0 12.5 9.00
72.0 54.0
I1 106mm4
About 1-axis
0.0870 0.0490 0.0396
0.392 0.317 0.165 0.134 0.108
0.696 0.500
1.69 1.32 1.07 1.10 0.860
10.6 10.4 7.81 6.12 5.33 4.00 3.13 2.25
18.0 13.5
Ix 106mm4
2.68 1.96 1.58
7.83 6.33 4.41 3.56 3.31
10.7 10.0
22.5 17.6 14.3 16.9 13.2
70.5 83.3 62.5 49.0 53.3 40.0 31.3 30.0
120 90.0
Zx 103mm3
4.01 2.94 2.38
11.8 9.50 6.61 5.34 4.96
16.1 15.0
33.8 26.4 21.4 25.4 19.9
106 125 93.8 73.4 80.0 60.0 47.0 45.0
180 135
Sx 103mm3
About x-axis
w
1
x
y
18.8 14.4 14.4
28.9 28.9 21.7 21.7 18.8
37.5 28.9
43.3 43.3 43.3 37.5 37.5
86.6 72.2 72.2 72.2 57.7 57.7 57.7 43.3
86.6 86.6
rx mm
0.000297 0.000433 0.000229
0.000865 0.000457 0.000649 0.000343 0.000562
0.000594 0.00180
0.00270 0.00130 0.000686 0.00234 0.00112
0.00260 0.0107 0.00450 0.00216 0.00853 0.00360 0.00173 0.00640
0.0128 0.00540
Iy 106mm4
Section Properties
t
Notes: 1. Steel grade C400L0 / C350L0 (for t £ 6.0 mm fy = 400 MPa and fu = 450 MPa, and for t > 6.0 mm fy = 350 MPa and fu = 400 MPa). 2. Section properties are calculated in accordance with AS/NZS 4600.
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
✦
6.0 5.0 ✦ 4.0 ✦ 130 × 6.0 5.0
CF CF CF CF CF
5.0 CF CF CF CF CF CF CF CF
300 × 8.0 CF 6.0 CF
250 × 8.0 ✦ 6.0 5.0 200 × 8.0 6.0 5.0 150 × 8.0
✦
Designation Nominal Width Thickw ness mm mm
Dimensions
Grade C400L0/C350L0 (TS 100)
Dimensions and Full Section Properties
x- and y-axes and baseline axis
DuraGal Flats
y
0.156 0.184 0.120
0.368 0.241 0.276 0.181 0.239
0.313 0.600
0.900 0.552 0.361 0.780 0.479
1.10 2.67 1.50 0.920 2.13 1.20 0.736 1.60
3.20 1.80
Zy 103mm3
0.235 0.276 0.181
0.552 0.361 0.414 0.271 0.359
0.469 0.900
1.35 0.828 0.542 1.17 0.718
1.66 4.00 2.25 1.38 3.20 1.80 1.10 2.40
4.80 2.70
Sy 103mm3
About y-axis
1
x
1.10 1.36 1.10
1.36 1.10 1.36 1.10 1.36
1.10 1.73
1.73 1.36 1.10 1.73 1.36
1.36 2.31 1.73 1.36 2.31 1.73 1.36 2.31
2.31 1.73
ry mm
1.19 1.73 0.915
3.46 1.83 2.60 1.37 2.25
2.38 7.20
10.8 5.19 2.74 9.36 4.50
10.4 42.7 18.0 8.65 34.1 14.4 6.92 25.6
51.2 21.6
J 103mm4
Torsion Constant
DuraGal® Profiles
DURAGAL® FLATS
0.040
0.050
0.035
S
0.40
0.44
CE
275 MPa
245 MPa
250 MPa
Yield Strength
410-560 MPa
400-510 MPa
410 MPa
Tensile Strength
December 2000
0.30
0.20 0.55
JIS G3101 SS540
BS EN 10025 S355
1.60
1.60
1.70
0.040
0.040
0.040
P
0.040
0.040
0.035
S
0.45
0.48
CE
355 MPa
400 MPa
350 MPa
Yield Strength
490-630 MPa
540 MPa
450 MPa
Tensile Strength
22%
13%
20%
Min Elongation
22%
17%
22%
Min Elongation
0.22 0.55
1.80
Mn
0.040
P
0.48
CE
450 MPa
Yield Strength
520 MPa
Tensile Strength
16%
Min Elongation
BISPLATE 80
1.40
Mn
0.010
P
0.003
S
Chemical Composition %
Si
0.18 0.20
C
0.50
CE
690 MPa
Yield Strength
790-930 MPa
Tensile Strength
18%
Min Elongation
High strength, low alloy steel plate with a yield stress three times that of carbon steel. Hardness 255HB.
0.035
S
Chemical Composition %
Si
High Tensile Quenched & Tempered
AS/NZS 3678 Grade 450
C
High strength structural steel plate with a nominal yield strength of 450 MPa. Not suitable for hot forming or normalising.
High Tensile
0.22 0.55
Mn
Chemical Composition %
Si
AS/NZS 3678 Grade 350
C
High strength structural steel plate with a nominal yield strength of 350 MPa.
Medium Tensile
1.50
0.040
0.18
0.040
BS EN 10025 S275
1.70
P
0.050
0.22 0.55
Mn
Chemical Composition %
Si
JIS G3103 SS400
AS/NZS 3678 Grade 250
C
Medium strength structural steel plate with a nominal yield strength of 250 MPa.
Mild Steel
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 PLATE PRODUCTS
Dimensions and Properties Handbook
25
26
0.18 0.20
0.29 0.22
0.29 0.22
BISPLATE 400
BISPLATE 425
BISPLATE 500
0.55
0.55
1.40
1.40
Mn
0.015
0.015
0.010
0.010
P
0.003
0.003
0.003
0.003
S
0.62
0.62
0.50
0.50
CE
Yield Strength
December 2000
Dimensions and Properties Handbook
0.19
AS/NZS 1594 HA250
0.150
0.150
P
0.040
0.035
S
0.02
0.03
Si
0.70
0.50
Mn
0.030
0.030
P
0.030
0.030
S
Chemical Composition %
0.50
0.50
Mn
CE
0.39
CE
Tensile Strength
480 MPa
450 MPa
Tensile Strength
0.15 to 0.50%
Copper
477-534HB
400-460HB
360-440HB
360-400HB
250 MPa
350 MPa
Hardness
0.25 to 0.60%
Min Elongation
22%
15%
Min Elongation
10%
11%
12%
13%
Min Elongation
Commercial grade not rated for mechanical properties
Yield Strength
345 MPa
340 MPa
Yield Strength
1640 MPa
1480 MPa
1350 MPa
1260 MPa
Tensile Strength
AS1548-7-460R
1.70
Mn
0.040
P
0.030
S
Chemical Composition %
Si
0.20 0.60
C
0.45
CE
295 MPa
Yield Strength
460 MPa
Tensile Strength
21%
Min Elongation
A carbon-manganese steel for boiler and pressure vessel applications with a minimum tensile strength of 460 MPa.
Boiler Plate
0.10
AS/NZS 1594 HA1
C
Lozenge pattern floor plate.
Floor Plate
0.11 0.50
0.12 0.75
JIS G3125 SPA-H
Si
Chemical Composition %
AS/NZS 1594 HW350
C
Structural steel with improved resistance to atmospheric corrosion.
Corrosion Resistant
0.18 0.20
Si
Chemical Composition %
BISPLATE 360
C
Through hardened, abrasion resistant steel plate, offering long life expectancy in high impact abrasion applications.
Abrasion Resistant Quenched & Tempered
Plate
PLATE PRODUCTS
Matt finish suitable for painting and exposed non-critical applications
December 2000
0.80
1.00
1.20
1.60
2.00
2.50
3.00
2438 × 1219
2438 × 1219
2438 × 1219
2438 × 1219
2438 × 1219
2438 × 1219
2438 × 1219
0.030 0.254 0.030 0.025
Silicon
Manganese
Sulphur
Phosphorus
34
40 – 60
Tensile (MPa)
% Elongation*
HRB Hardness
* Lo = 50mm
160 – 240
290 – 365
Proof stress/Yield point
Specified - Minimum
0.080
Maximum
Carbon
Element
Chemical Composition %
Longitudinal tensile
Mechanical Properties
0.60
Thickness
2438 × 1219
Size
Typical Dimensions
Applications: Filing cabinets, air conditioning, household electrical appliances, furniture and automotive parts
Surface Finish:
Description: Cold rolled, annealed and skinpassed 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 BHP NZ Steel’s Product Designation NZCC-SD
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 Electro galvanised phosphate coated highly workable steel sheet suitable for painting and exposed non-critical applications
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
1.00 1.20
2438 × 1219 2438 × 1219
3.00
2438 × 1219
0.050
270
Tensile (MPa)
Note: • not specified in the standard.
HRB Hardness
•
34 - 39
•
Proof stress/Yield point
•
29 - 31
270
•
Specified - Minimum SECC SEHC
% Elongation
0.045
0.040
0.50
—
0.12
* Class designation of base metal in the relevant JIS standard: SEHC – SPHC SECC – SPCC
0.050
Sulphur Phosphorus
0.60
—
Silicon Manganese
0.15
Maximum SPHC SPCC Carbon
Element
Chemical Composition %*
Longitudinal tensile
Mechanical Properties
2.50
2.00
2438 × 1219
2438 × 1219
1.60
0.80
2438 × 1219
2438 × 1219
0.60
Thickness
2438 × 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
COIL PRODUCTS
Dimensions and Properties Handbook
27
28
1.2
1.6
2438 × 1219
2438 × 1219
December 2000
Dimensions and Properties Handbook
•
•
36 – 40
•
Proof stress/Yield point
Tensile (MPa)
% Elongation
HRB Hardness
Note: • not specified in the standard.
Specified - Minimum
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
0.04
0.04
0.50
—
0.008
Maximum
Chemical Composition %
Longitudinal tensile
Mechanical Properties
3.0
1.0
2438 × 1219
0.8
2438 × 1219
Thickness
2438 × 1219
Size
Typical Dimensions
Applications: White-ware manufacturing
Decarburized oiled steel sheet for the process of porcelain enamelling Naturally small spangle with a coating mass of 150 g/m2
0.04
Phosphorus
20 •
Tensile (MPa) % Elongation* HRB Hardness Note: • not specified in the standard.
* Lo = 50mm
300 340
Proof stress/Yield point
Specified - Minimum
Note: For grade G300 nitrogenized steel may be used for sections greater than 1.00mm thick.
0.03
1.60
—
0.30
Maximum
Sulphur
Manganese
Silicon
Carbon
Element
Chemical Composition %
Longitudinal t ensile
0.95
0.75
0.55
Thickness
Mechanical Properties
2400 × 1200
2400 × 1200
2400 × 1200
Size
Typical Dimensions
Applications: Roofing, cladding, rainwater goods, air conditioning, garage doors
Surface Finish:
Description: Hot rolled and hot dipped alloy coated steel sheet with 45% zinc/55% aluminium
Description: Decarburized steel sheets
Surface Finish:
Zincalume: AS 1397 G 300 AZ150
Enamelling Quality: JIS G 3133 SPP
Coil
COIL PRODUCTS
Description: Hot rolled steel sheet
Surface Finish:
0.75
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 × 900
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
2400 × 1200
3000 × 1200
3000 × 1500
3000 × 1500
3000 × 1500
3660 × 1200
0.55
2400 × 900
2400 × 900
0.40
Thickness
2400 × 900
Size
Typical Dimensions
December 2000
25 •
Tensile (MPa)
% Elongation*
HRB Hardness
Note: • not specified in the standard.
* Lo = 50mm
250 320
Proof stress/Yield point
Specified - Minimum
Longitudinal tensile
0.03
0.035
0.50
—
0.12
Maximum
Mechanical Properties
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
Chemical Composition %
Applications: Roofing, cladding, drums and tubes, purlins, girts, air conditioning, culverts, sheet metal work, concrete forming work
100% zinc coated with regular spangle and a typical coating mass of 275 g/m2 equivalent to Z275. 400 g/m2 and 600 g/m2 coating weight mass also available
Carbon Silicon Manganese Sulphur Phosphorus Chromium Nickel Copper Aluminium Titanium Micro-alloying elements
Element
•
21
400 - 510
245
•
22*
350
250
0.20 0.35 1.20 0.03 0.04 (Note 1) (Note 1) (Note 1) 0.10 0.04 0.01 (Note 2)
Maximum
Chemical Composition %
Specified - Minimum SS400 HA250
Note: • not specified in the standard.
* Lo = 50mm
HRB Hardness
% Elongation
Tensile (MPa)
Proof stress/Yield point
Longitudinal tensile
Mechanical Properties
Note: 1. The following elements may be present to the limits stated, subject to a maximum total content of 0.30 percent: (a) Copper: 0.15 percent maximum (b) Nickel: 0.15 percent maximum (c) Chromium: 0.15 percent maximum (d) Molybdenum: 0.05 percent maximum 2. Applies to Niobium and vanadium only.
2.50
2.00
2438 × 1219
2438 × 1219
AS 1594/ HA 250
1.60
2438 × 1219
JIS G 3101 SS400
Thickness
Size
Relevant standard:
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
The following information relates to AS 1594 except where indicated.
Description: Hot rolled, hot dipped zinc coated sheet Surface Finish:
Hot Rolled: JIS G 3101 SS400 (1.60mm) AS 1594/HA250 (2.00 and 2.50mm)
The following information relates to AS/NZS 1397:1993
Galvanised: AS/NZS 1397 G 250, JIS G 3302 SGCC/SGHC Z27
Coil
COIL PRODUCTS
Dimensions and Properties Handbook
29
30
0.8
1.0
1.2
1.6
2438 × 1219
2438 × 1219
2438 × 1219
2438 × 1219
December 2000
Dimensions and Properties Handbook
•
•
•
•
Proof stress/Yield point
Tensile (MPa)
% Elongation
HRB Hardness
Note: • not specified in the standard.
Specified - Minimum
Phosphorus
Sulphur
Manganese
Silicon
Carbon
Element
Longitudinal tensile
Mechanical Properties
0.6
Thickness
2438 × 1219
Size
Typical Dimensions
0.35
0.04
0.60
—
0.15
Maximum
Chemical Composition %
Hot dipped coated steel sheet with aluminium-silicon alloy containing 5-11% silicon to promote better coating adherence
Applications: Roofing and cladding
Surface Finish:
Description: Aluminium coated steel sheet
Aluminised: ASTM A463 CQ T1-40 Chromated and Oiled
Coil
COIL PRODUCTS
7/0 6/0 5/0 4/0 3/0 2/0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Gauge Number
0.1250 0.1113 0.0991 0.0882 0.0785 0.0699 0.0625 0.0556 0.0495 0.0440 0.0392 0.0349 0.0313 0.0278 0.0248 0.0220 0.0196 0.0175 0.0156 0.0139 0.0123
3.175 2.827 2.517 2.240 1.994 1.775 1.588 1.412 1.257 1.118 0.996 0.886 0.794 0.707 0.629 0.560 0.498 0.443 0.397 0.353 0.312
Birmingham Gauge inches mm
Sheet
0.5 0.454 0.425 0.380 0.340 0.300 0.284 0.259 0.238 0.220 0.203 0.180 0.165 0.148 0.134 0.120 0.109 0.095 0.083 0.072 0.065 0.058 0.049 0.042 0.035 0.032 0.030 0.025 0.022 0.020 0.018 0.016 0.014 0.0131 0.0120
12.700 11.532 10.795 9.652 8.636 7.620 7.214 6.579 6.045 5.588 5.156 4.572 4.191 3.759 3.404 3.048 2.769 2.413 2.108 1.829 1.651 1.473 1.245 1.067 0.889 0.813 0.762 0.635 0.559 0.508 0.457 0.406 0.356 0.333 0.305
Birmingham Gauge inches mm
Wire and Sheet Metal Gauges Wire
0.5 0.464 0.432 0.400 0.372 0.348 0.324 0.300 0.276 0.252 0.232 0.212 0.192 0.176 0.160 0.144 0.128 0.116 0.104 0.092 0.080 0.072 0.064 0.056 0.048 0.040 0.036 0.032 0.028 0.024 0.022 0.020 0.018 0.0164 0.0148 0.0136 0.0124
12.700 11.786 10.973 10.160 9.449 8.839 8.230 7.620 7.010 6.401 5.893 5.385 4.877 4.470 4.064 3.658 3.251 2.946 2.642 2.337 2.032 1.829 1.626 1.422 1.219 1.016 0.914 0.813 0.711 0.610 0.559 0.508 0.457 0.417 0.376 0.345 0.315
Imperial Standard Gauge inches mm
Coil
COIL PRODUCTS
Dimensions and Properties Handbook
December 2000
31
32
NZS 3402
AS/NZS 4671**
500E
0.49
0.51
0.22
0.22
0.22
max.
max.
0.45
Carbon %
Carbon Equiv.
December 2000
Dimensions and Properties Handbook
D10 D12 D16 D20 D24 D25 D28 D32 D40
R6 R8 R10 R12 R16 R20 R24 R25 R28 R32 R40
6 8 10 12 16 20 24 25 28 32 40
Diameter mm
500
410
275
28.3 50.3 78.5 113.0 201.0 314.0 452.0 491.0 616.0 804.0 1260.0
Area mm2
1.15
1.15
1.15
18.8 25.1 31.4 37.7 50.3 62.8 75.4 78.5 88.0 101.0 126.0
1.40
1.40
1.50
0.222 0.395 0.617 0.888 1.578 2.466 3.551 3.85 4.834 6.313 9.865
Mass kg/m
Tensile Stren./ Yield Strength Ratio* min. max.
Perimeter mm
*Yield Strength MPa min.
Normal Dimensions
0.05
0.05
0.05
Sulphur & Phos. % max.
Note: 6mm and 8mm bars are available in Grade 300 only for plain bar 24mm and 28mm are not available in Grade 500E 25mm bars are available only in Grade 500E (SEISMIC 500®) 32mm and 40mm plain bars are not available in Grade 500E
Deformed
Plain
Bar Designation
Dimensional Requirement Table
* Characteristic values ** Currently a draft standard number – DR 98119
NZS 3402
430
Standard
300
Steel Grade
Chemical & Mechanical Properties
10 (uniform)
15 (total)
20 (total)
Elongation * % min.
Pacific Steel also offer a higher strength 500 MPa reinforcing steel conforming to the Grade 500E in the new draft joint Australia New Zealand Standard (the standard is expected to be published during 2001). These bars are branded as SEISMIC 500®.
Pacific Steel, New Zealand’s only producer of hot rolled Reinforcing Steel, has a reinforcing bar range which complies with the standard, NZS 3402: 1989 – Steel Bars for the Reinforcement of Concrete. There are two grades of steel reinforcing bars designated as Grade 300 and Grade 430.
Reinforcing
RB
REINFORCING BAR
22.1
5.0 RHS
December 2000
11.6
8.96 0.390
4.0 RHS
3.0 RHS
43.5
32.9
26.6
22.4
23.0
16.8
13.0
10.5
12.6
8.20
6.50
23.0
18.0
14.7
9.11
13.2
10.7
23.0
18.0
14.7
9.11
23.0
14.7
28.0
23.0
14.7
b-2t t
39.7
29.3
23.0
18.8
34.3
23.4
19.2
35.5
28.0
23.0
14.7
28.5
23.4
48.0
38.0
31.3
20.2
31.3
20.2
48.0
39.7
25.8
d-2t t
1140
1480
1810
2130
1155
1594
1868
1880
2310
2730
3900
2100
2480
2280
2810
3330
4800
3932
5698
3810
4530
6600
Notes: 1. 2. 3. 4.
38.9
48.9
58.3
66.6
34.7
45.6
51.6
78.2
94.3
109
145
79.5
91.4
119
144
167
228
224
310
262
307
430
47.3
60.3
72.7
84.2
44.6
59.9
68.9
94.6
115
134
185
100
117
147
179
210
293
268
379
317
374
533
46.1
45.4
44.8
44.2
43.7
42.6
41.9
55.9
55.3
54.7
52.9
53.7
53.0
72.1
71.5
70.8
68.9
75.4
73.7
92.6
92.0
90.2
rx mm
About y-axis
r
t
1.11
1.39
1.65
1.87
0.526
0.679
0.761
3.15
3.79
4.36
5.77
2.06
2.35
4.07
4.92
5.69
7.64
14.4
19.9
15.0
17.5
24.3
29.5
37.0
43.9
50.0
20.6
26.6
29.8
63.0
75.7
87.3
115
54.0
61.7
81.5
98.3
114
153
192
265
199
233
324
33.3
42.4
51.1
59.1
23.4
31.3
35.8
71.8
87.3
102
140
62.0
71.9
91.0
111
130
180
221
312
224
264
375
Iy Zy Sy 106mm4 103mm3 103mm3
Properties
d
31.1
30.6
30.1
29.6
21.3
20.6
20.2
40.9
40.4
40.0
38.5
31.3
30.8
42.3
41.8
41.3
39.9
60.5
59.0
62.6
62.2
60.7
ry mm
Torsion Modulus
y
2.43
3.16
3.83
4.44
1.44
1.93
2.20
6.64
8.12
9.51
13.2
5.18
6.03
9.89
12.1
14.2
19.9
28.4
40.5
33.0
39.0
56.0
49.5
63.0
75.3
86.2
37.2
48.6
54.9
105
127
147
197
94.9
109
142
172
200
272
312
435
337
395
554
J C 106mm4 103mm3
Torsion Constant
x
y
x
0.908
1.00
1.00
1.00
0.905
1.00
1.00
0.971
1.00
1.00
1.00
1.00
1.00
0.801
0.925
1.00
1.00
1.00
1.00
0.814
0.907
1.00
kf
Form Factor
27.2
19.8
15.4
12.4
16.9
11.0
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
N
C
C
47.3
60.3
72.7
84.2
44.6
59.9
68.9
94.6
115
134
185
100
117
147
179
210
293
268
379
300
374
533
Compactness(3) Zex (C,N,S) 103mm3
8.72
27.2
21.3
17.4
10.8
15.7
12.7
27.2
21.3
17.4
10.8
27.2
17.4
33.1
27.2
17.4
lex
About x-axis
46.9
34.6
27.2
22.3
46.0
31.4
25.7
42.0
33.1
27.2
17.4
33.7
27.7
56.8
45.0
37.1
23.9
37.1
23.9
56.8
46.9
30.5
ley
S
N
C
C
S
N
C
S
N
C
C
N
C
S
S
N
C
N
C
S
S
N
26.3
39.9
51.1
59.1
18.5
30.6
35.8
60.9
83.6
102
140
59.0
71.9
63.1
90.1
119
180
200
312
156
208
373
Compactness(3) Zey (C,N,S) 103mm3
About y-axis
Properties for Design to AS 4100
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. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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.
2.43
3.05
3.64
4.16
2.20
2.89
3.28
5.87
7.07
8.17
10.9
6.06
6.97
11.9
14.4
16.7
22.8
22.4
31.0
32.7
38.4
53.7
Gross Section About x-axis Area Ix Zx Sx Ag mm2 106mm4 103mm3 103mm3
✦ These items are not commonly stocked but are available on request.
0.383
0.379
14.2
5.0 RHS
0.374
37.6
22.5
32.7
26.3
22.1
15.1
9.07 0.341
16.7
3.5 RHS
22.2
26.4
26.7
0.330
0.483
0.479
0.474
0.461
0.436
0.431
32.5
26.2
22.0
14.9
21.8
14.8
26.0
21.8
14.7
per t m2/t
0.335
14.7
12.5
5.0 RHS
5.0 RHS
127 × 51 × 6.0 RHS
18.2
6.0 RHS
14.8
21.4
150 × 100 × 9.0 RHS
4.0 RHS
30.6
5.0 RHS
0.583
0.579
0.574
0.561
0.674
0.661
0.779
0.774
0.761
per m m2/m
External Surface Area
✦ 125 × 75 × 6.0 RHS
✦
19.4
16.5
152 × 76 × 6.0 RHS
17.9
26.2
6.0 RHS
4.0 RHS
37.7
200 × 100 × 9.0 RHS
✦
44.7
30.9
6.0 RHS
✦
29.9
5.0 RHS
✦ 200 × 150 × 9.0 RHS
✦
35.6
kg/m
6.0 RHS
t mm
51.8
b mm
Mass per metre
✦ 250 × 150 × 9.0 RHS
d mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
Rectangular Hollow Sections
b
RHS
RECTANGULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
33
34
Dimensions and Properties Handbook
December 2000
12.0
10.3
6.60
▲ 100 × 50 × 6.0 RHS
5.0 RHS
4.0 RHS
3.0 RHS
▲
▲
▲
8.35
5.42
6.29
4.95
4.19
5.35
4.25
3.60
5.0 RHS
4.0 RHS
3.0 RHS
2.5 RHS
2.5 RHS
▲
▲
▲
▲ 65 × 35 × 4.0 RHS
3.0 RHS
▲
▲ 75 × 40 × 4.0 RHS
3.0 RHS
▲
▲
▲
2.62
2.5 RHS
2.0 RHS
▲
▲
0.143
0.141
0.140
0.191
0.190
0.183
0.221
0.220
0.213
0.240
0.233
0.229
0.224
0.290
0.283
0.279
0.274
0.341
0.335
0.330
per m m2/m
66.6
54.0
45.5
53.1
44.7
34.2
52.83
44.37
33.85
44.2
33.7
27.4
23.2
43.9
33.3
27.0
22.8
37.6
26.7
22.5
per t m2/t
External Surface Area
10.5
8.00
6.33
12.0
9.67
6.75
14.00
11.33
8.00
14.7
10.5
8.00
6.33
14.7
10.5
8.00
6.33
19.7
13.2
10.7
b-2t t
23.0
18.0
14.7
24.0
19.7
14.3
28.0
23.0
16.8
23.0
16.8
13.0
10.5
31.3
23.0
18.0
14.7
27.1
18.4
15.0
d-2t t
274
334
391
459
541
681
534
631
801
691
881
1060
1230
841
1080
1310
1530
1155
1594
1868
0.0838
0.0989
0.112
0.244
0.281
0.328
0.38
0.44
0.53
0.522
0.630
0.726
0.800
1.06
1.31
1.53
1.71
1.68
2.22
2.52
3.35
3.95
4.47
7.52
8.65
10.1
10.23
11.83
14.06
13.9
16.8
19.4
21.3
21.3
26.1
30.6
34.2
33.0
43.5
49.4
4.26
5.11
5.86
9.45
11.0
13.3
12.79
14.94
18.37
17.1
21.1
24.9
28.1
26.7
33.4
39.8
45.3
39.9
53.7
61.9
Gross Section About x-axis Area Ix Zx Sx Ag mm2 106mm4 103mm3 103mm3
17.5
17.2
16.9
23.1
22.8
22.0
26.8
26.5
25.7
27.5
26.7
26.1
25.5
35.6
34.8
34.1
33.4
38.2
37.3
36.7
rx mm
0.0281
0.0328
0.0367
0.0926
0.106
0.123
0.14
0.17
0.20
0.278
0.335
0.384
0.421
0.361
0.441
0.511
0.567
1.07
1.41
1.59
2.25
2.62
2.93
5.29
6.04
7.03
7.18
8.25
9.78
11.1
13.4
15.4
16.9
14.4
17.6
20.4
22.7
28.2
37.0
42.0
2.62
3.12
3.56
6.13
7.11
8.58
8.25
9.62
11.84
12.9
16.0
18.8
21.1
16.4
20.6
24.4
27.7
32.6
43.9
50.5
Iy Zy Sy 106mm4 103mm3 103mm3
About y-axis
r
t
0.223
0.259
0.320
0.344
0.402
0.504
0.593
0.754
0.891
1.01
0.886
1.13
1.35
1.53
2.14
2.91
3.38
10.1
0.0706
9.91 0.0843
3.92
4.60
5.18
9.10
10.4
12.5
12.4
14.3
17.4
18.4
22.7
26.4
29.3
25.0
31.2
36.5
40.9
46.1
61.2
69.8
J C 106mm4 103mm3
Torsion Modulus
y
9.69 0.0964
14.2
14.0
13.4
16.4
16.2
15.6
20.0
19.5
19.0
18.5
20.7
20.2
19.7
19.2
30.5
29.7
29.2
ry mm
Torsion Constant
x
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
12.4
9.47
7.49
14.2
11.4
7.99
18.78
15.21
10.73
17.4
12.4
9.47
7.49
17.4
12.4
9.47
7.49
26.4
17.7
14.3
lex
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
4.26
5.11
5.86
9.45
11.0
13.3
12.79
14.94
18.37
17.1
21.1
24.9
28.1
26.7
33.4
39.8
45.3
39.9
53.7
61.9
Compactness(3) Zex (C,N,S) 103mm3
About x-axis
C
C
C
C
C
C
N
N
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. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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.
27.2
21.3
17.4
28.4
23.3
16.9
37.57
30.86
C
C
C
C
C
N
C
C
C
N
C
C
2.62
3.12
3.56
6.13
7.11
8.58
6.70
6.24
11.84
12.9
16.0
18.8
21.1
15.0
20.6
24.4
27.7
29.8
43.9
50.5
Compactness(3) Zey (C,N,S) 103mm3
22.47
27.2
19.8
15.4
12.4
37.1
27.2
21.3
17.4
36.4
24.7
20.1
ley
About y-axis
Properties for Design to AS 4100 Form Factor
Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0. Available Dualgrade 350L0/450L0 - please refer to page 31 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
2.15
3.07
▲ 50 × 25 × 3.0 RHS
6.92
9.67
▲ 75 × 50 × 6.0 RHS
Notes: 1. 2. 3. 4.
▲
❖
9.07
3.5 RHS
❖
8.49
12.5
5.0 RHS
❖
kg/m
14.7
t mm
❖ 102 × 76 × 6.0 RHS
b mm
Mass per metre
Properties
d
y
RECTANGULAR HOLLOW SECTIONS
d mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
Rectangular Hollow Sections
b
RHS
December 2000
3.64
4.50
1.6 RHS
5.56
2.0 RHS
6.60
3.0 RHS
2.5 RHS
7.53
3.5 RHS
8.49
10.3
5.0 RHS
4.0 RHS
12.0
100 × 50 × 6.0 RHS
6.07
7.53
2.0 RHS
2.5 RHS
0.295
0.293
0.291
0.290
0.285
0.283
0.279
0.274
0.393
0.391
0.390
0.383
0.379
0.374
0.393
0.391
0.390
0.383
0.379
0.374
per m m2/m
81.0
65.1
52.4
43.9
37.9
33.3
27.0
22.8
64.7
52.0
43.5
32.9
26.6
22.4
64.7
52.0
43.5
32.9
26.6
22.4
per t m2/t
External Surface Area
29.3
23.0
18.0
14.7
12.3
10.5
8.00
6.33
35.5
28.0
23.0
16.8
13.0
10.5
23.0
18.0
14.7
10.5
8.00
6.33
b-2t t
60.5
48.0
38.0
31.3
26.6
23.0
18.0
14.7
60.5
48.0
39.7
29.3
23.0
18.8
73.0
58.0
48.0
35.5
28.0
23.0
d-2t t
463
574
709
841
959
1080
1310
1530
774
959
1140
1480
1810
2130
774
959
1140
1480
1810
2130
0.613
0.750
0.912
1.06
1.18
1.31
1.53
1.71
1.69
2.07
2.43
3.05
3.64
4.16
2.08
2.54
2.99
3.74
4.44
5.06
12.3
15.0
18.2
21.3
23.6
26.1
30.6
34.2
27.0
33.0
38.9
48.9
58.3
66.6
27.7
33.9
39.8
49.8
59.2
67.5
15.0
18.5
22.7
26.7
29.9
33.4
39.8
45.3
32.5
40.0
47.3
60.3
72.7
84.2
35.3
43.5
51.4
65.4
78.9
91.2
Gross Section About x-axis Area Ag Ix Zx Sx mm2 106mm4 103mm3 103mm3
36.4
36.2
35.9
35.6
35.1
34.8
34.1
33.4
46.7
46.4
46.1
45.4
44.8
44.2
51.8
51.5
51.2
50.2
49.5
48.7
rx mm
Notes: 1. 2. 3. 4. 5.
t x
0.211
0.257
0.311
0.361
0.400
0.441
0.511
0.567
0.771
0.942
1.11
1.39
1.65
1.87
0.372
0.452
0.526
0.653
0.765
0.860
9.33
11.5
14.0
16.4
18.5
20.6
24.4
27.7
22.9
28.2
33.3
42.4
51.1
59.1
16.3
19.9
23.5
29.8
35.7
40.9
21.3
21.2
20.9
20.7
20.4
20.2
19.7
19.2
31.6
31.4
31.1
30.6
30.1
29.6
21.9
21.7
21.5
21.0
20.5
20.1
x
0.501
0.616
0.754
0.886
1.01
1.13
1.35
1.53
1.67
2.05
2.43
3.16
3.83
4.44
1.04
1.28
1.50
1.93
2.30
2.63
14.5
17.7
21.5
25.0
28.2
31.2
36.5
40.9
34.4
42.1
49.5
63.0
75.3
86.2
26.9
32.8
38.3
48.2
56.8
64.3
J C 10 mm4 103mm3 6
10.7
8.50
lex
22.5
17.4
14.1
8.50
16.5
14.1
10.7
0.661 39.2
0.746 30.9
0.856 24.1
0.967 19.7
1.00
1.00
1.00
1.00
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
0.877 14.1
1.00
1.00
kf
About y-axis
N
N
C
C
C
C
C
C
S
N
N
C
C
C
N
C
C
C
C
C
12.5
18.2
22.7
26.7
29.9
33.4
39.8
45.3
24.8
34.7
46.5
60.3
72.7
84.2
31.6
43.5
51.4
65.4
78.9
91.2
81.2
64.4
51.0
42.0
35.6
30.9
24.1
19.7
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
S
N
N
C
C
S
S
S
N
N
C
S
S
S
S
N
N
5.19
7.33
10.4
13.9
17.1
20.3
24.4
27.7
13.0
18.2
24.2
37.4
50.5
59.1
7.64
10.9
14.5
22.7
31.8
40.4
CompactCompactness(3) Zex ley ness(3) Zey 3 3 (C,N,S) 10 mm (C,N,S) 103mm3
About x-axis
Properties for Design to AS 4100 Torsion Torsion Form Constant Modulus Factor
y
y
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. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
8.43
10.3
12.4
14.4
16.0
17.6
20.4
22.7
20.6
25.1
29.5
37.0
43.9
50.0
14.9
18.1
21.1
26.1
30.6
34.4
Iy Zy Sy ry 10 mm4 103mm3 103mm3 mm 6
r
b
About y-axis
Properties
d
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
✦
✦
✦
✦
11.6
4.0 RHS
8.96
14.2
5.0 RHS
3.0 RHS
16.7
6.07
7.53
2.5 RHS
2.0 RHS
8.96
3.0 RHS
11.6
14.2
5.0 RHS
4.0 RHS
16.7
150 × 50 × 6.0 RHS
✦ 125 × 75 × 6.0 RHS
✦
✦
kg/m
Mass per metre
d b t mm mm mm
Designation
Dimension and Ratios
Grade C450L0 (AS 1163)
Dimensions and Properties
DuraGal Rectangular Hollow Sections
DuraGal® RHS
RECTANGULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
35
36
Dimensions and Properties Handbook
December 2000
0.143
0.145
2.38
5.35
4.25
3.60
2.93
3.07
2.62
2.15
1.75
2.83
2.42
1.99
1.63
65 × 35 × 4.0 RHS
3.0 RHS
2.5 RHS
2.0 RHS
50 × 25 × 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
50 × 20 × 3.0 RHS
2.5 RHS
2.0 RHS
1.6 RHS
0.135
0.133
0.131
0.130
0.141
0.140
0.193
0.191
0.190
0.183
0.195
2.93
0.193
0.191
0.245
1.6 RHS
3.60
0.243
0.241
0.240
0.233
0.229
0.224
2.0 RHS
3.01
1.6 RHS
3.72
2.0 RHS
75 × 25 × 2.5 RHS
4.58
5.42
3.0 RHS
2.5 RHS
6.92
4.0 RHS
8.35
9.67
kg/m
per m m2/m
82.7
66.8
54.2
45.8
82.5
66.6
54.0
45.5
65.8
53.1
44.7
34.2
81.7
65.8
53.1
81.3
65.4
52.7
44.2
33.7
27.4
23.2
per t m2/t
External Surface Area
10.5
8.00
6.00
4.67
13.6
10.5
8.00
6.33
15.5
12.0
9.67
6.75
13.6
10.5
8.00
29.3
23.0
18.0
14.7
10.5
8.00
6.33
b-2t t
29.3
23.0
18.0
14.7
29.3
23.0
18.0
14.7
30.5
24.0
19.7
14.3
44.9
35.5
28.0
44.9
35.5
28.0
23.0
16.8
13.0
10.5
d-2t t
207
254
309
361
223
274
334
391
374
459
541
681
303
374
459
383
474
584
691
881
1060
1230
0.0608
0.0723
0.0848
0.0951
0.0702
0.0838
0.0989
0.112
0.204
0.244
0.281
0.328
0.197
0.238
0.285
0.305
0.372
0.450
0.522
0.630
0.726
0.800
2.43
2.89
3.39
3.81
2.81
3.35
3.95
4.47
6.28
7.52
8.65
10.1
5.26
6.36
7.60
8.14
9.91
12.0
13.9
16.8
19.4
21.3
3.14
3.78
4.51
5.16
3.53
4.26
5.11
5.86
7.80
9.45
11.0
13.3
6.81
8.31
10.1
9.75
12.0
14.6
17.1
21.1
24.9
28.1
Gross Section About x-axis Area Ix Zx Sx Ag mm2 106mm4 103mm3 103mm3
17.1
16.9
16.6
16.2
17.7
17.5
17.2
16.9
23.4
23.1
22.8
22.0
25.5
25.3
24.9
28.2
28.0
27.7
27.5
26.7
26.1
25.5
rx mm
Notes: 1. 2. 3. 4. 5.
About y-axis
r
t
0.0142
0.0167
0.0192
0.0212
0.0237
0.0281
0.0328
0.0367
0.0778
0.0926
0.106
0.123
0.0347
0.0414
0.0487
0.164
0.199
0.240
0.278
0.335
0.384
0.421
1.63
1.96
2.32
2.63
2.17
2.62
3.12
3.56
5.07
6.13
7.11
8.58
3.11
3.77
4.53
7.40
9.06
11.0
12.9
16.0
18.8
21.1
0.184
0.223
0.259
0.320
0.0993
0.120
0.144
0.337
0.414
0.505
0.593
0.754
0.891
1.01
0.0585
8.29 0.0389
8.11 0.0466
7.89 0.0550
7.67 0.0620
10.3
0.0706
9.91 0.0843 10.1
0.799
0.904
1.00
1.00
1.00
1.00
1.00
kf
1.00
1.00
2.55 1.00
3.00 1.00
3.49 1.00
3.88 1.00
3.29 1.00
3.92 1.00
4.60 1.00
5.18 1.00
7.62 0.985
9.10 1.00
10.4
12.5
5.05 0.746
6.04 0.878
14.1
10.7
8.05
6.26
18.3
14.1
10.7
8.50
20.8
16.1
13.0
9.06
18.3
14.1
10.7
39.2
30.9
24.1
19.7
14.1
10.7
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
N
N
C
C
C
C
C
3.14
3.78
4.51
5.16
3.53
4.26
5.11
5.86
7.80
9.45
11.0
13.3
6.81
8.31
10.1
8.26
11.8
14.6
17.1
21.1
24.9
28.1
Compactness(3) Zex (C,N,S) 103mm3
8.50
lex
About x-axis
39.2
30.9
24.1
19.7
39.2
30.9
24.1
19.7
40.9
32.2
26.4
19.1
60.2
47.6
37.6
60.2
47.6
37.6
30.9
22.5
17.4
14.1
ley
N
N
C
C
N
N
C
C
S
N
C
C
S
S
N
S
S
N
N
C
C
C
1.44
1.93
2.32
2.63
1.92
2.58
3.12
3.56
4.37
5.95
7.11
8.58
2.02
2.88
4.05
5.01
7.07
9.95
12.8
16.0
18.8
21.1
Compactness(3) Zey (C,N,S) 103mm3
About y-axis
Properties for Design to AS 4100
7.14 1.00
10.8
13.1
15.9
18.4
22.7
26.4
29.3
J C 106mm4 103mm3
9.69 0.0964
14.4
14.2
14.0
13.4
10.7
10.5
10.3
20.7
20.5
20.3
20.0
19.5
19.0
18.5
y
x
Torsion Torsion Form Constant Modulus Factor
x
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. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
1.42
1.67
1.92
2.12
1.90
2.25
2.62
2.93
4.44
5.29
6.04
7.03
2.78
3.31
3.89
6.56
7.96
9.60
11.1
13.4
15.4
16.9
Iy Zy Sy ry 106mm4 103mm3 103mm3 mm
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
✦
✦
✦
✦
5.0 RHS
✦ 75 × 50 × 6.0 RHS
Mass per metre
Properties
d
y
RECTANGULAR HOLLOW SECTIONS
d b t mm mm mm
Designation
Dimension and Ratios
Grade C450L0 (AS 1163)
Dimensions and Properties
DuraGal Rectangular Hollow Sections
b
DuraGal® RHS
2.38
2.62
1.75
2.42
1.63
✦ 50 × 25 × 2.5 RHS
1.6 RHS
✦ 50 × 20 × 2.5 RHS
1.6 RHS
per t m2/t
0.135 82.7
0.131 54.2
0.145 82.5
0.141 54.0
0.195 81.7
0.191 53.1
per m m2/m
30.5
16.8
30.5
16.8
47.7
27.3
9.79
4.33
13.2
6.42
13.2
6.42
189
298
204
322
276
442
Section Area Af mm2
d-2r t
Surface Area
b-2r t
Full
External
0.0561
0.0824
0.0647
0.0960
0.181
0.276
2.25
3.30
2.59
3.84
4.83
7.37
2.88
4.37
3.23
4.94
6.23
9.72
17.2
16.6
17.8
17.3
25.6
25.0
rx mm
Sx 103mm3
About x-axis Ix Zx 106mm4 103mm3
d
Iy
0.0132
0.0188
0.0219
0.0319
0.0320
0.0473
106mm4
r
b
1.50
2.25
2.00
3.02
2.85
4.38
Sy 103mm3
ry mm
8.35
7.93
10.4
9.95
10.8
10.3
t
y
0.0359
0.0534
0.0537
0.0817
0.0911
0.139
106mm4
J
Constant
Torsion
x
y
2.36
3.40
3.04
4.47
4.65
6.93
103mm3
C
Modulus
Torsion
x
189
298
204
322
227
442
mm2
Ae
Section Area
Iex
0.0561
0.0824
0.0647
0.0960
0.181
0.276
106mm4
2.25
3.30
2.59
3.84
4.83
7.37
Zex 103mm3
0.0132
0.0188
0.0219
0.0319
0.0251
0.0473
1.32
1.88
1.75
2.55
2.01
3.78
Iey Zey 106mm4 103mm3
About x- and y-axis
Effective Section Properties Effective
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using design yield stress fy = 350MPa and design tensile strength fu = 380MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Nominal Mass per m” 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/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.
1.32
1.88
1.75
2.55
2.56
3.78
Zy 103mm3
About y-axis
Full Section Properties
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
3.60
1.6 RHS
✦
kg/m
metre
Mass per
✦ 75 × 25 × 2.5 RHS
d b t mm mm mm
Designation
Dimension and Ratios
Grade C350L0 (Tubeline 350L0 – Type 1)
Dimensions and Properties
Galtube Plus Rectangular Hollow Sections
Galtube Plus
RECTANGULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
December 2000
37
RHS RECTANGULAR HOLLOW SECTIONS
Telescoping RHS/SHS How to use this chart b
b
1. Select the appropriate table for square or rectangular hollow sections. 2. Select the required external hollow section size from the left hand column.
d d
3. The external section wall thickness and the internal section size will determine the clearance between the two hollow sections.
4. Select the most suitable clearance from the right hand column for
t
the application, to give the required fit. Sections may be required to slide freely or to be a tight fit.
b = breadth d = depth t = thickness
5. The clearance selected will give the external section thickness required for the appropriate internal section size.
Squares External RHS Nominal Size d b t mm mm mm
Rectangles Internal RHS Nominal Size d b mm mm
Nominal Clearance d b mm mm
External RHS Nominal Size d b t mm mm mm
Nominal Clearance d b mm mm
35 × 35 × 2.0 2.5 3.0 4.0
25 × 25 25 × 25 25 × 25 25 × 25
6.0 5.0 4.0 2.0
6.0 5.0 4.0 2.0
65 × 35 × 2.0 2.5 3.0 4.0
50 × 25 50 × 25 50 × 25 50 × 25
11.0 10.0 9.0 7.0
6.0 5.0 4.0 2.0
40 × 40 × 2.0 2.5 3.0 4.0
25 × 25 25 × 25 25 × 25 25 × 25
11.0 10.0 9.0 7.0
11.0 10.0 9.0 7.0
75 × 40 × 2.0 2.5
65 × 35 65 × 35
6.0 5.0
1.0 0.0
40 × 40 × 2.0 2.5
35 × 35 35 × 35
1.0 0.0
1.0 0.0
50 × 50 × 3.0 4.0 5.0
35 × 35 35 × 35 35 × 35
9.0 7.0 5.0
9.0 7.0 5.0
75 × 50 × 2.0 2.5 3.0 4.0 5.0
65 × 35 65 × 35 65 × 35 65 × 35 65 × 35
6.0 5.0 4.0 2.0 0.0
11.0 10.0 9.0 7.0 5.0
50 × 50 × 2.0 2.5 3.0 4.0 5.0
40 × 40 40 × 40 40 × 40 40 × 40 40 × 40
6.0 5.0 4.0 2.0 0.0
6.0 5.0 4.0 2.0 0.0
100 × 50 × 2.0 2.5 3.0 3.5 4.0
75 × 40 75 × 40 75 × 40 75 × 40 75 × 40
21.0 20.0 19.0 18.0 17.0
6.0 5.0 4.0 3.0 2.0
102 × 76 × 3.5 5.0
75 × 50 75 × 50
19.6 16.6
19.2 16.2
65 × 65 × 2.0 2.5 3.0 4.0 5.0
50 × 50 50 × 50 50 × 50 50 × 50 50 × 50
11.0 10.0 9.0 7.0 5.0
11.0 10.0 9.0 7.0 5.0
125 × 75 × 3.0 4.0 5.0
100 × 50 100 × 50 100 × 50
19.0 17.0 15.0
19.0 17.0 15.0
127 × 51 × 3.5 5.0
75 × 40 75 × 40
45.0 42.0
3.8 0.8
75 × 75 × 2.5 3.0 3.5 4.0 5.0
65 × 65 65 × 65 65 × 65 65 × 65 65 × 65
5.0 4.0 3.0 2.0 0.0
5.0 4.0 3.0 2.0 0.0
89 × 89 × 3.5 5.0 6.0
75 × 75 75 × 75 75 × 75
6.9 3.9 1.9
6.9 3.9 1.9
100 × 100 × 3.0 4.0 5.0
89 × 89 89 × 89 89 × 89
5.1 3.1 1.1
5.1 3.1 1.1
N otes
1.
RHS/SHS are not precision sections and all dimensions shown in this chart, although in accordance with AS1163, will vary by the manufacturing tolerance. Varying corner radii and the internal weld bead will need to be considered when a closer fit is required.
2.
The nominal external corner radius for RHS is 2t, and the internal weld bead is generally a maximum of 1.5mm in height.
3.
Where telescoping over some length is required, an additional allowance for straightness may be required.
4.
For tight fits, it is recommended that some form of testing is carried out prior to finalising the selection of material.
Dimensions and Properties Handbook 38
Internal RHS Nominal Size d b mm mm
December 2000
December 2000
89 × 89 × 6.0 SHS
5.0 SHS
3.5 SHS
75 × 75 × 6.0 SHS
5.0 SHS
4.0 SHS
3.0 SHS
2.5 SHS
▲
▲
▲
▲
▲
▲
▲
▲
5.56
6.60
8.49
10.3
12.0
9.06
12.5
14.6
8.96
11.6
14.2
0.291
0.290
0.283
0.279
0.274
0.341
0.334
0.330
0.390
0.383
0.379
0.374
0.361
0.483
0.479
0.474
0.461
0.579
0.574
52.4
43.9
33.3
27.0
22.8
37.6
26.7
22.5
43.5
32.9
26.6
22.4
15.4
32.7
26.3
22.1
15.1
26.2
22.0
14.9
26.0
21.8
14.7
21.7
14.6
per t m2/t
28.0
23.0
16.8
13.0
10.5
23.4
15.8
12.8
31.3
23.0
18.0
14.7
9.11
29.3
23.0
18.8
11.9
28.0
23.0
14.7
38.0
31.3
20.2
39.7
25.8
b-2t t
709
841
1080
1310
1530
1150
1590
1870
1140
1480
1810
2130
3000
1880
2310
2730
3900
2810
3330
4800
3810
4530
6600
5730
8400
Gross Section Area Ag mm2
0.614
0.716
0.882
1.03
1.16
1.37
1.81
2.06
1.77
2.23
2.66
3.04
3.91
4.52
5.44
6.29
8.38
9.70
11.3
15.4
23.9
28.0
39.2
56.2
79.8
Ix 106mm4
16.4
19.1
23.5
27.5
30.9
30.9
40.7
46.2
35.4
44.6
53.1
60.7
78.1
72.3
87.1
101
134
129
150
205
239
280
392
450
639
Zx 103mm3
12.0
14.2
18.0
21.6
24.7
23.2
31.4
36.3
26.0
33.5
40.5
47.1
63.6
53.6
65.4
76.5
106
96.1
113
159
175
207
297
330
477
Zn 103mm3
19.1
22.5
28.2
33.6
38.4
36.5
49.1
56.6
41.2
52.6
63.5
73.5
98.6
84.5
103
120
165
151
178
248
277
327
465
521
750
Sx 103mm3
About x-, y- and n-axis
Properties
d r
29.4
29.2
28.6
28.0
27.5
34.5
33.7
33.2
39.4
38.8
38.3
37.7
36.1
49.0
48.5
48.0
46.4
58.7
58.2
56.6
79.1
78.6
77.1
99.0
97.5
rx mm
0.971
1.15
1.48
1.77
2.04
2.24
3.05
3.54
2.79
3.63
4.42
5.15
7.00
7.25
8.87
10.4
14.5
15.6
18.4
26.1
37.8
44.8
64.5
88.7
129
J 106mm4
Torsion Constant
t
n
24.6
28.7
36.1
42.6
48.2
47.1
62.7
71.6
53.2
68.0
81.4
93.6
123
110
133
154
208
197
229
316
362
425
599
681
972
C 103mm3
Torsion Modulus
x
y
y
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
0.890
1.00
1.00
0.853
1.00
kf
Form Factor
n
33.1
27.2
19.8
15.4
12.4
27.7
18.7
15.2
37.1
27.2
21.3
17.4
10.8
34.6
27.2
22.3
14.1
33.1
27.2
17.4
45.0
37.1
23.9
46.9
30.5
N
C
C
C
C
C
C
C
N
C
C
C
C
N
C
C
C
N
C
C
S
N
C
S
N
18.3
22.5
28.2
33.6
38.4
36.5
49.1
56.6
37.1
52.6
63.5
73.5
98.6
78.9
103
120
165
144
178
248
223
294
465
409
744
Compactness(3) Ze (C,N,S) 103mm3
About x- and y-axis
Properties for Design to AS 4100
le
x
▲ Available as Dualgrade 350L0/450L0 - please refer to page 31 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100. 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.
3.0 SHS
23.5
100 × 100 × 9.0 SHS
▲
14.8
4.0 SHS
4.0 SHS
18.2
5.0 SHS
▲
21.4
6.0 SHS
5.0 SHS
30.6
125 × 125 × 9.0 SHS
▲
22.1
5.0 SHS
16.7
26.2
6.0 SHS
6.0 SHS
37.7
▲
0.779
29.9
5.0 SHS
150 × 150 × 9.0 SHS
0.561
0.774
35.6
0.761
0.974
0.961
6.0 SHS
45.0
6.0 SHS
51.8
65.9
250 × 250 × 9.0 SHS
per m m2/m
External Surface Area
200 × 200 × 9.0 SHS
kg/m
Mass per metre
b t mm mm
d mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
Square Hollow Sections
b
SHS
SQUARE HOLLOW SECTIONS
Dimensions and Properties Handbook
39
40
December 2000
Dimensions and Properties Handbook
3.46
2.83
2.42
1.89
1.64
1.36
1.12
2.0 SHS
▲ 35 × 35 × 4.0 SHS
3.0 SHS
2.5 SHS
2.0 SHS
1.6 SHS
▲
▲
▲ 25 × 25 × 3.0 SHS
2.5 SHS
▲
▲
▲
0.0945
0.0931
0.0914
0.0897
0.131
0.130
0.123
0.153
0.151
0.150
84.1
68.3
55.7
47.4
54.2
45.8
35.48
66.4
53.7
45.3
34.9
81.7
53.1
44.7
34.2
27.9
23.8
52.6
44.1
33.6
27.3
23.1
per t m2/t
13.6
10.5
8.00
6.33
12.0
9.67
6.75
18.0
14.0
11.3
8.00
29.3
18.0
14.7
10.5
8.00
6.33
24.0
19.7
14.3
11.0
8.83
b-2t t
143
174
209
241
309
361
441
294
359
421
521
303
459
541
681
814
932
609
721
921
1110
1290
Gross Section Area Ag mm2
0.0128
0.0148
0.0169
0.0184
0.0529
0.0595
0.06
0.0694
0.0822
0.0932
0.105
0.117
0.169
0.195
0.229
0.257
0.275
0.391
0.454
0.552
0.638
0.706
Ix 10 mm4 6
1.02
1.19
1.35
1.47
3.02
3.40
3.68
3.47
4.11
4.66
5.26
4.68
6.78
7.79
9.15
10.3
11.0
12.0
14.0
17.0
19.6
21.7
Zx 10 mm3 3
0.780
0.926
1.08
1.21
2.33
2.67
3.16
2.61
3.13
3.61
4.36
3.44
5.09
5.92
7.33
8.51
9.45
8.91
10.4
13.2
15.6
17.8
Zn 10 mm3 3
1.24
1.47
1.71
1.91
3.69
4.23
4.86
4.13
4.97
5.72
6.74
5.46
8.07
9.39
11.4
13.2
14.5
14.1
16.6
20.6
24.3
27.5
Sx 10 mm3 3
About x-, y- and n-axis
Properties
d r
9.44
9.24
8.99
8.74
13.1
12.8
12.1
15.4
15.1
14.9
14.2
19.6
19.2
19.0
18.3
17.8
17.2
25.3
25.1
24.5
23.9
23.4
rx mm
b
0.0212
0.0253
0.0297
0.0333
0.0889
0.102
0.121
0.113
0.136
0.158
0.192
0.185
0.275
0.321
0.403
0.469
0.518
0.624
0.733
0.939
1.12
1.27
J 10 mm4 6
Torsion Constant
t
n
1.54
1.80
2.07
2.27
4.58
5.18
5.94
5.23
6.21
7.07
8.33
7.03
10.2
11.8
14.3
16.3
17.7
18.1
21.0
26.2
30.6
34.2
C 10 mm3 3
Torsion Modulus
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
1.00
1.00
kf
Form Factor
y
y
C
C
C
C
N
C
C
C
C
C
C
C
C
C
C
16.1
12.4
9.47
7.49
14.2
11.4
C
C
C
C
C
C
See note ▲ below
21.3
16.6
13.4
9.47
34.6
21.3
17.4
12.4
9.47
8.50
28.4
23.3
16.9
13.0
1.24
1.47
1.71
1.91
3.69
4.23
4.13
4.97
5.72
6.74
5.10
8.07
9.39
11.4
13.2
14.5
14.1
16.6
20.6
24.3
27.5
Compactness(3) Ze (C,N,S) 103mm3
About x- and y-axis
Properties for Design to AS 4100
le
x
10.5
n
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. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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.
Available as Dualgrade 350L0/450L0 - please refer to page 31 “DuraGal Rectangular Hollow Sections” for the Properties for Design to AS 4100.
Notes: 1. 2. 3. 4.
▲
2.31
2.5 SHS
▲
2.82
3.30
3.0 SHS
▲
0.195
0.143
0.191
0.190
0.183
0.179
0.174
0.251
0.250
0.243
0.239
0.234
per m m2/m
External Surface Area
3.60
4.25
2.38
2.5 SHS
▲
4.09
3.0 SHS
▲
5.35
1.6 SHS
4.0 SHS
▲
6.39
5.66
▲ 40 × 40 × 4.0 SHS
5.0 SHS
7.32
2.5 SHS
50 × 50 × 6.0 SHS
▲
▲
4.78
3.0 SHS
▲
7.23
4.0 SHS
▲
8.75
5.0 SHS
10.1
kg/m
Mass per metre
▲
65 × 65 × 6.0 SHS
d b t mm mm mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
Square Hollow Sections
SHS
SQUARE HOLLOW SECTIONS
December 2000
5.56
2.5 SHS
4.78
5.66
3.0 SHS
2.5 SHS
7.23
4.0 SHS
0.251
0.250
0.243
0.239
0.234
0.291
0.290
0.283
0.279
0.274
0.390
0.383
0.379
0.374
52.6
44.1
33.6
27.3
23.1
52.4
43.9
33.3
27.0
22.8
43.5
32.9
26.6
22.4
m /t
2
2
m /m
per t
per m
External Surface Area
24.0
19.7
14.3
11.0
8.83
28.0
23.0
16.8
13.0
10.5
31.3
23.0
18.0
14.7
b-2t t
609
721
921
1110
1290
709
841
1080
1310
1530
1140
1480
1810
2130
mm
2
Gross Section Area Ag 4
0.391
0.454
0.552
0.638
0.706
0.614
0.716
0.882
1.03
1.16
1.77
2.23
2.66
3.04
10 mm
Ix 6
12.0
14.0
17.0
19.6
21.7
16.4
19.1
23.5
27.5
30.9
35.4
44.6
53.1
60.7
10 mm
3
Zx 3
3
8.91
10.4
13.2
15.6
17.8
12.0
14.2
18.0
21.6
24.7
26.0
33.5
40.5
47.1
10 mm
3
Zn
14.1
16.6
20.6
24.3
27.5
19.1
22.5
28.2
33.6
38.4
41.2
52.6
63.5
73.5
10 mm
3
Sx
About x-, y- and n-axis
Properties
d
3
r
25.3
25.1
24.5
23.9
23.4
29.4
29.2
28.6
28.0
27.5
39.4
38.8
38.3
37.7
mm
rx
b
4
0.624
0.733
0.939
1.12
1.27
0.971
1.15
1.48
1.77
2.04
2.79
3.63
4.42
5.15
10 mm
6
J
Torsion Constant
t
n
18.1
21.0
26.2
30.6
34.2
24.6
28.7
36.1
42.6
48.2
53.2
68.0
81.4
93.6
10 mm
3
C 3
Torsion Modulus
x
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.952
1.00
1.00
1.00
kf
Form Factor
y
y
le
32.2
26.4
19.1
14.8
11.9
37.6
30.9
22.5
17.4
14.1
42.0
30.9
24.1
N
C
C
C
C
N
N
C
C
C
S
N
C
C
(C,N,S)
Compactness(3)
Ze
13.7
16.6
20.6
24.3
27.5
17.0
22.2
28.2
33.6
38.4
34.4
51.9
63.5
73.5
103mm3
About x- and y-axis
Properties for Design to AS 4100
x
19.7
n
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes. 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 = 500MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
✦
8.75
5.0 SHS
10.1
6.60
3.0 SHS
✦ 65 × 65 × 6.0 SHS
8.49
10.3
5.0 SHS
4.0 SHS
12.0
✦ 75 × 75 × 6.0 SHS
8.96
11.6
3.0 SHS
14.2
4.0 SHS
kg/m
5.0 SHS
mm
16.7
mm
mm
t
Mass per metre
100 × 100 × 6.0 SHS
b
d
Designation
Dimension and Ratios
Grade C450L0 (AS 1163)
Dimensions and Properties
DuraGal Square Hollow Sections
DuraGal® SHS SQUARE HOLLOW SECTIONS
Dimensions and Properties Handbook
41
42
December 2000
0.150
0.151
3.30
3.0 SHS
Dimensions and Properties Handbook
0.0914
0.0897
0.131
55.7
47.4
82.7
66.8
54.2
45.8
53.7
45.3
34.9
81.7
53.1
44.7
34.2
27.9
m2/t
per t
8.00
6.33
19.9
15.5
12.0
9.67
14.0
11.3
8.00
29.3
18.0
14.7
10.5
8.00
b-2t t
209
241
207
254
309
361
359
421
521
303
459
541
681
814
mm2
Gross Section Area Ag Ix
0.0169
0.0184
0.0379
0.0451
0.0529
0.0595
0.0822
0.0932
0.105
0.117
0.169
0.195
0.229
0.257
106mm4
1.35
1.47
2.16
2.58
3.02
3.40
4.11
4.66
5.26
4.68
6.78
7.79
9.15
10.3
103mm3
Zx
1.08
1.21
1.62
1.95
2.33
2.67
3.13
3.61
4.36
3.44
5.09
5.92
7.33
8.51
103mm3
Zn
1.71
1.91
2.57
3.09
3.69
4.23
4.97
5.72
6.74
5.46
8.07
9.39
11.4
13.2
103mm3
Sx
About x-, y- and n-axis
Properties
d
Notes: 1. 2. 3. 4. 5.
r
8.99
8.74
13.5
13.3
13.1
12.8
15.1
14.9
14.2
19.6
19.2
19.0
18.3
17.8
mm
rx
b
0.0297
0.0333
0.0611
0.0741
0.0889
0.102
0.136
0.158
0.192
0.185
0.275
0.321
0.403
0.469
106mm4
J
Torsion Constant
t
C
Torsion Modulus
n
2.07
2.27
3.26
3.89
4.58
5.18
6.21
7.07
8.33
7.03
10.2
11.8
14.3
16.3
103mm3
x
y
y
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
10.7
8.50
26.7
20.8
16.1
13.0
18.8
15.2
10.7
39.2
24.1
19.7
14.1
C
C
C
C
C
C
C
C
C
N
C
C
C
C
(C,N,S)
Compactness(3)
Ze
1.71
1.91
2.57
3.09
3.69
4.23
4.97
5.72
6.74
4.74
8.07
9.39
11.4
13.2
103mm3
About x- and y-axis
Properties for Design to AS 4100
le
x
10.7
n
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. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. 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. DuraGal Dualgrade C350L0/C450L0 hollow sections have a minimum yield stress of 450MPa (fy = 450MPa), a minimum tensile strength of 500MPa (fu = 500MPa) and a minimum elongation equal to 16%, ie. the strength of AS 1163 grade C450L0 and the elongation of AS 1163 grade C350L0.
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
1.64
2.5 SHS
0.135
1.63
1.89
1.6 SHS
1.99
2.0 SHS
✦ 25 × 25 × 3.0 SHS
0.133
2.42
2.5 SHS
0.130
2.82
2.83
2.5 SHS
0.143
2.38
0.195
0.191
0.190
4.09
3.60
2.5 SHS
1.6 SHS
4.25
3.0 SHS
0.183
0.179
40 × 40 × 4.0 SHS
5.35
4.0 SHS
m2/m
per m
External Surface Area
✦ 35 × 35 × 3.0 SHS
✦
6.39
50 × 50 × 5.0 SHS
t
kg/m
b
Mass per metre
mm mm mm
d
Designation
Dimension and Ratios
Grade C450L0 (AS 1163)
Dimensions and Properties
DuraGal Square Hollow Sections
DuraGal® SHS
SQUARE HOLLOW SECTIONS
4.78
65 × 65 × 2.5 SHS
External
0.151
0.155
0.131
0.135
3.60
2.38
2.82
1.88
2.42
1.63
1.38
1.12
0.873
✦50 × 50 × 2.5 SHS
1.6 SHS
✦40 × 40 × 2.5 SHS
1.6 SHS
✦35 × 35 × 2.5 SHS
1.6 SHS
30 × 30 × 1.6 SHS
December 2000
25 × 25 × 1.6 SHS
20 × 20 × 1.6 SHS
85.4
84.1
83.3
82.7
54.2
82.3
53.7
81.7
53.1
81.2
52.6
per t m2/t
9.79
13.2
16.7
20.1
10.6
23.6
12.7
30.5
16.8
40.8
23.1
b-2r t
Full
102
131
160
189
298
218
346
276
442
363
586
Section Area Af mm2
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.243
0.378
Ix 106mm4
Zx 103mm3
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
7.46
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
0.697
1.14
1.69
2.36
3.58
3.13
4.81
4.99
7.80
8.61
13.6
Sx 103mm3
Zn 103mm3
About x-, y- and n-axis
11.6
d r
0.00959
0.0195
0.0346
0.0561
0.0860
0.0848
0.132
0.169
0.266
0.377
0.601
106mm4
J
Constant
Torsion
b
t
Torsion
0.864
1.43
2.15
3.01
4.45
4.01
6.02
6.45
9.89
11.2
17.5
103mm3
C
Modulus
x
102
131
160
189
298
218
346
276
442
308
586
mm2
Ae
Section Area
Effective
n y
y
x
0.00570
0.0119
0.0214
0.0350
0.0514
0.0534
0.0797
0.107
0.164
0.215
0.378
106mm4
Iex
0.570
0.949
1.43
2.00
2.94
2.67
3.99
4.30
6.56
6.61
11.6
Zex 103mm3
0.440
0.720
1.07
1.48
2.26
1.97
3.03
3.14
4.92
5.42
8.59
103mm3
Zen
About x-, y- and n-axis
Effective Section Properties
n
Notes: 1. This table is calculated in accordance with AS/NZS 4600 using a design yield stress fy = 350MPa and design tensile strength fu = 380MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Nominal Mass per m” 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/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.
7.47
9.51
11.6
13.6
13.1
15.6
15.2
19.7
19.3
25.8
25.4
mm
rx
Full Section Properties
✦ These items are not commonly stocked but are available on request. Minimum order quantities may apply on some sizes.
0.0745
0.0945
0.115
0.195
0.191
3.13
0.255
0.251
per m m2/m
Surface Area
1.6 SHS
✦
kg/m
metre
Mass per
d b t mm mm mm
Designation
Dimension and Ratios
Grade C350L0 (Tubeline 350L0 – Type 1)
Dimensions and Properties
Galtube Plus Square Hollow Sections
Galtube Plus
SQUARE HOLLOW SECTIONS
Dimensions and Properties Handbook
43
44
7.2
100 × 45 TFB
100
125
45
65
6.0
8.5 4.0
5.0
Flange Web Thickness Thickness tf tw mm mm
7.0
8.0
Root Radii r1 mm
December 2000
Dimensions and Properties Handbook
320
125 × 65 TFB
100 × 45 TFB
320
320
Web fy MPa
1
1
Form Factor kf
C
C
Compactness
34.1
80.3
Zex 103mm3
About x-axis
C
C
d1 tw
22.0
21.6
5.3
15.6
Zey 103mm3
About y-axis
88
108
Depth Between Flanges d1
Compactness
3.0
4.0
Toe Radii r2 mm
bf
98˚
tw
r1 r 2 tf
d1
tf
917
1670 1.46
4.34
100 × 45 TFB
125 × 65 TFB
Designation
360
360
Flange fy MPa
AS 3679.1-350
3.42
3.53
360
360
Web fy MPa
29.2
69.4
1
1
Form Factor kf
34.1
80.3
About x-axis Gross Area of Cross (bf-tw) Section 2tf Ag Ix Zx Sx mm2 106mm4 103mm3 103mm3
For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. C: Compact Section; N: Non-compact Section; S: Slender Section. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
320
Designation
Notes: 1. 2. 3. 4. 5.
Flange fy MPa
OneSteel-300PLUS
Properties for Assessing Section Capacity
13.1
Flange Width bf mm
d
= =
2
bf-tw
C
C
3.53
10.4
6.0
17.2
About y-axis
9.31
14.2
11.6
40.2
34.1
80.3
C
C
5.3
15.6
0.0176
1.14
Torsion Warping Constant Constant ry J Iw mm 103mm4 109mm6
Zex Compactness Zey 103mm3 103mm3
About x-axis
0.0795
0.337
Sy 103mm3
About y-axis
x
ly Zy 106mm4 103mm3
y
Compactness
39.9
50.9
rx mm
x
y
TAPER FLANGE BEAMS
125 × 65 TFB
Mass per Depth metre of Designation kg/m Section d mm
OneSteel-300PLUS
Dimensions and Properties
Joists – Taper Flange Beams
Joists
125.0
113.0
101.0
92.4
82.0
82.1
74.6
67.1
59.7
53.7
56.7
50.7
44.7
40.4
32.0
37.3
31.4
29.8
25.4
22.3
18.2
22.2
18.1
16.1
18.0
14.0
610UB
610UB
610UB
530UB
530UB
460UB
460UB
460UB
410UB
410UB
360UB
360UB
December 2000
360UB
310UB
310UB
250UB
250UB
200UB
200UB
200UB
200UB
180UB
180UB
180UB
150UB
150UB
150
155
173
175
179
198
202
203
207
252
256
298
304
352
356
359
403
406
454
457
460
528
533
602
607
612
Mass per Depth metre of Designation kg/m Section d mm
OneSteel-300PLUS
75
75
90
90
90
99
133
133
134
146
146
149
165
171
171
172
178
178
190
190
191
209
209
228
228
229
Flange Width bf mm
7.0
9.5
7.0
8.0
10.0
7.0
7.0
7.8
9.6
8.6
10.9
8.0
10.2
9.7
11.5
13.0
10.9
12.8
12.7
14.5
16.0
13.2
15.6
14.8
17.3
19.6
5.0
6.0
4.5
5.0
6.0
4.5
5.0
5.8
6.3
6.1
6.4
5.5
6.1
6.9
7.3
8.0
7.6
7.8
8.5
9.1
9.9
9.6
10.2
10.6
11.2
11.9
8.0
8.0
8.9
8.9
8.9
11.0
8.9
8.9
8.9
8.9
8.9
13.0
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
14.0
14.0
14.0
14.0
14.0
Flange Web Root Thickness Thickness Radii tf tw r1 mm mm mm
Dimensions and Properties
Universal Beams
136
136
159
159
159
184
188
188
188
234
234
282
284
333
333
333
381
381
428
428
428
502
502
572
572
572
Depth Between Flanges d1 mm
27.2
22.7
35.3
31.8
26.5
40.9
37.5
32.3
29.8
38.4
36.6
51.3
46.5
48.2
45.6
41.6
50.1
48.8
50.4
47.1
43.3
52.3
49.2
54
51.1
48.1
d1 tw
5.00
3.63
6.11
5.31
4.20
6.75
9.14
8.15
6.65
8.13
6.40
8.97
7.79
8.46
7.12
6.31
7.82
6.65
7.15
6.24
5.66
7.55
6.37
7.34
6.27
5.54
(bf-tw) 2tf
1780
2300
2040
2300
2820
2320
2870
3230
3820
4010
4750
4080
5210
5720
6470
7240
6890
7640
8580
9520
10500
10500
11800
13000
14500
16000
Gross Area of Cross Section Ag mm2
6.66
9.05
10.60
12.10
15.30
15.80
21.00
23.60
29.10
44.50
55.70
63.20
86.40
121.00
142.00
161.00
188.00
216.00
296.00
335.00
372.00
477.00
554.00
761.00
875.00
986.00
Ix 106mm4
d
bf
tw
88.8
117
123
139
171
160
208
232
281
354
435
424
569
689
798
899
933
1060
1300
1460
1610
1810
2080
2530
2880
3230
102
135
138
157
195
180
231
260
316
397
486
475
633
777
897
1010
1060
1200
1480
1660
1840
2070
2370
2900
3290
3680
Sx 103mm3
About x-axis
tf
d1
tf
Zx 103mm3
r1
2
bf-tw
61.1
62.8
72.0
72.6
73.6
82.6
85.5
85.4
87.3
105.0
108.0
124.0
129.0
146.0
148.0
149.0
165.0
168.0
186.0
188.0
188.0
213.0
217.0
242.0
246.0
249.0
rx mm
y
0.495
0.672
0.853
0.975
1.220
1.140
2.750
3.060
3.860
4.470
5.660
4.420
7.650
8.100
9.600
11.000
10.300
12.100
14.500
16.600
18.600
20.100
23.800
29.300
34.300
39.300
ly 106mm4
x
y
13.2
17.9
19.0
21.7
27.1
23.0
41.3
46.1
57.5
61.2
77.5
59.3
92.7
94.7
112.0
128.0
115.0
135.0
153.0
175.0
195.0
193.0
228.0
257.0
300.0
343.0
20.8
28.2
29.4
33.7
42.3
35.7
63.4
70.9
88.4
94.2
119.0
91.8
142.0
146.0
173.0
198.0
179.0
209.0
238.0
271.0
303.0
301.0
355.0
402.0
469.0
536.0
Sy 103mm3
About y-axis
Zy 103mm3
x
16.6
17.1
20.4
20.6
20.8
22.1
31.0
30.8
31.8
33.4
34.5
32.9
38.3
37.6
38.5
39.0
38.6
39.7
41.2
41.8
42.2
43.8
44.9
47.5
48.7
49.6
ry mm
28.1
60.5
31.5
44.8
81.6
38.6
45.0
62.7
105.0
89.3
158.0
86.5
157.0
161.0
241.0
338.0
234.0
337.0
378.0
530.0
701.0
526.0
775.0
790.0
1140.0
1560.0
Torsion Constant J 103mm4
2.53
3.56
5.88
6.80
8.71
10.40
26.00
29.20
37.60
65.90
85.20
92.90
165.00
237.00
284.00
330.00
394.00
467.00
708.00
815.00
919.00
1330.00
1590.00
2530.00
2980.00
3450.00
Warping Constant Iw 109mm6
UB
UNIVERSAL BEAMS
Dimensions and Properties Handbook
45
46
Dimensions and Properties Handbook
December 2000
Notes: 1. 2. 3. 4. 5.
610UB 610UB 610UB 530UB 530UB 460UB 460UB 460UB 410UB 410UB 360UB 360UB 360UB 310UB 310UB 250UB 250UB 200UB 200UB 200UB 200UB 180UB 180UB 180UB 150UB 150UB
280 280 300 300 300 300 300 300 300 320 300 300 320 320 320 320 320 320 320 320 320 320 320 320 320 320
Flange fy MPa
300 300 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320 320
Web fy MPa
0.950 0.926 0.888 0.928 0.902 0.979 0.948 0.922 0.938 0.913 0.996 0.963 0.930 0.952 0.915 1.000 1.000 1.000 1.000 1.000 0.990 1.000 1.000 1.000 1.000 1.000
Form Factor kf
C C C C C C C C C C C C N C N C N C N N C C C C C C
Compactness
3680 3290 2900 2370 2070 1840 1660 1480 1200 1060 1010 897 770 633 467 486 395 316 259 227 180 195 157 138 135 102
Zex 103mm3
About x-axis
C C C C C C C C C C C C N C N C N C N N C C C C C C
Compactness
515.0 451.0 386.0 342.0 289.0 292.0 262.0 230.0 203.0 173.0 193.0 168.0 140.0 139.0 86.9 116.0 91.4 86.3 68.8 60.3 34.4 40.7 32.5 28.4 26.9 19.8
Zey 103mm3
About y-axis
bf
tw r1
2
610UB 610UB 610UB 530UB 530UB 460UB 460UB 460UB 410UB 410UB 360UB 360UB 360UB 310UB 310UB 250UB 250UB 200UB 200UB 200UB 200UB 180UB 180UB 180UB 150UB 150UB
Designation
340 340 340 340 340 340 340 340 340 360 340 340 360 360 360 360 360 360 360 360 360 360 360 360 360 360
Flange fy MPa
AS 3679.1-350
d
For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. C: Compact Section; N: Non-compact Section; S: Slender Section. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
125.0 113.0 101.0 92.4 82.0 82.1 74.6 67.1 59.7 53.7 56.7 50.7 44.7 40.4 32.0 37.3 31.4 29.8 25.4 22.3 18.2 22.2 18.1 16.1 18.0 14.0
Mass per Designation metre kg/m
OneSteel-300PLUS
Properties for Design
Universal Beams
bf-tw
tf
d1
tf
340 340 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360 360
Web fy MPa
0.916 0.891 0.867 0.907 0.880 0.956 0.926 0.901 0.918 0.894 0.974 0.943 0.911 0.936 0.898 1.000 0.991 1.000 1.000 1.000 0.970 1.000 1.000 1.000 1.000 1.000
Form Factor kf
x
C C C C C C C C C N C C N N N C N C N N C C C C C C
3680 3290 2900 2370 2070 1840 1660 1480 1200 1050 1010 897 762 629 462 486 392 316 257 225 180 195 157 138 135 102
Zex 103mm3
About x-axis
y
Compactness
x
y
C C C C C C C C C N C C N N N C N C N N C C C C C C
Compactness
515.0 451.0 386.0 342.0 289.0 292.0 262.0 230.0 203.0 172.0 193.0 168.0 139.0 138.0 85.7 116.0 90.3 86.3 68.0 59.4 34.4 40.7 32.5 28.4 26.9 19.8
Zey 103mm3
About y-axis
UB
UNIVERSAL BEAMS
118.0
96.8
89.5
72.9
59.3
52.2
46.2
37.2
30.0
23.4
14.8
310UC
310UC
250UC
250UC
200UC
200UC
200UC
150UC
150UC
150UC
100UC
137.0
310UC
December 2000
97
152
158
162
203
206
210
254
260
308
315
321
99
152
153
154
203
204
205
254
256
305
307
309
311
158.0
310UC
327
Flange Width bf mm
Mass per Depth metre of Designation kg/m Section d mm
OneSteel-300PLUS
7.0
6.8
9.4
11.5
11.0
12.5
14.2
14.2
17.3
15.4
18.7
21.7
25.0
Flange Thickness tf mm
Dimensions and Properties
Universal Columns
5.0
6.1
6.6
8.1
7.3
8.0
9.3
8.6
10.5
9.9
11.9
13.8
15.7
Web Thickness tw mm
10.0
8.9
8.9
8.9
11.4
11.4
11.4
14.0
14.0
16.5
16.5
16.5
16.5
Root Radii r1 mm
83
139
139
139
181
181
181
225
225
277
277
277
277
Depth Between Flanges d1 mm
16.6
22.8
21.0
17.1
24.8
22.7
19.5
26.2
21.5
28.0
23.3
20.1
17.7
d1 tw
6.71
10.70
7.79
6.34
8.90
7.84
6.89
8.64
7.10
9.58
7.89
6.80
5.91
(bf-tw) 2tf
1890
2980
3860
4730
5900
6660
7620
9320
11400
12400
15000
17500
20100
Gross Area of Cross Section Ag mm2
3.18
12.60
17.60
22.20
45.90
52.80
61.30
114.00
143.00
223.00
277.00
329.00
388.00
Ix 106mm4
d
tw
65.6
166.0
223.0
274.0
451.0
512.0
584.0
897.0
1100.0
1450.0
1760.0
2050.0
2370.0
103mm3
Zx
74.4
184.0
250.0
310.0
500.0
570.0
656.0
992.0
1230.0
1600.0
1960.0
2300.0
2680.0
Sx 103mm3
About x-axis
bf
r1
2
bf-tw
tf
d1
tf
41.1
65.1
67.5
68.4
88.2
89.1
89.7
111.0
112.0
134.0
136.0
137.0
139.0
rx mm
1.14
3.98
5.62
7.01
15.30
17.70
20.40
38.80
48.40
72.90
90.20
107.00
125.00
ly 106mm4
x x
22.9
52.4
73.4
91.0
151.0
174.0
199.0
306.0
378.0
478.0
588.0
691.0
807.0
Zy 103mm3
35.2
80.2
112.0
139.0
230.0
264.0
303.0
463.0
575.0
725.0
893.0
1050.0
1230.0
Sy 103mm3
About y-axis
y
y
24.5
36.6
38.1
38.5
51.0
51.5
51.7
64.5
65.2
76.7
77.5
78.2
78.9
ry mm
34.9
50.2
109.0
197.0
228.0
325.0
477.0
586.0
1040.0
928.0
1630.0
2520.0
3810.0
2.3
21.1
30.8
39.6
142.0
166.0
195.0
557.0
713.0
1560.0
1980.0
2390.0
2860.0
Torsion Warping Constant Constant J Iw 103mm4 109mm6
UC
UNIVERSAL COLUMNS
Dimensions and Properties Handbook
47
48
Dimensions and Properties Handbook
December 2000
52.2
46.2
37.2
30.0
23.4
14.8
200UC
200UC
150UC
150UC
150UC
100UC
320
320
320
300
300
300
300
300
280
300
280
280
280
Flange fy MPa
320
320
320
320
320
320
320
320
320
320
300
300
300
Web fy MPa
1
1
1
1
1
1
1
1
1
1
1
1
1
C
N
C
C
N
C
C
N
C
N
C
C
C
74.4
176.0
250.0
310.0
494.0
570.0
656.0
986.0
1230.0
1560.0
1960.0
2300.0
2680.0
Zex 103mm3
About x-axis
Form Factor Compactness kf
C
N
C
C
N
C
C
N
C
N
C
C
C
Compactness
34.4
73.5
110.0
137.0
223.0
260.0
299.0
454.0
567.0
694.0
882.0
1040.0
1210.0
Zey 103mm3
About y-axis
bf
100UC
150UC
150UC
150UC
200UC
200UC
200UC
250UC
250UC
310UC
310UC
310UC
310UC
Designation
r1
2
360
360
360
340
340
340
340
340
340
340
340
340
340
tw
b f-tw
Flange fy MPa
AS 3679.1-350
d
For OneSteel-300PLUS sections the tensile strength (fu) is 440 MPa. For Grade 350 sections the tensile strength (fu) is 480 MPa. C: Compact Section; N: Non-compact Section; S: Slender Section. OneSteel-300PLUS hot rolled sections are produced to exceed the minimum requirements of AS/NZS 3679.1-300. OneSteel-300PLUS replaced Grade 250 as the base grade for these sections in 1994.
59.5
Notes: 1. 2. 3. 4. 5.
72.9
200UC
96.8
310UC
250UC
118.0
310UC
89.5
137.0
310UC
250UC
158.0
310UC
Mass per Designation metre kg/m
OneSteel-300PLUS
Properties for Design
Universal Columns
360
360
360
360
360
360
360
360
360
360
340
340
340
Web fy MPa
tf
d1
tf
1
1
1
1
1
1
1
1
1
1
1
1
1
Form Factor kf
C
N
N
C
N
N
C
N
C
N
N
C
C
x
74.4
174.0
248.0
310.0
490.0
569.0
656.0
977.0
1230.0
1550.0
1950.0
2300.0
2680.0
Zex 103mm3
About x-axis
y
Compactness
x
y
C
N
N
C
N
N
C
N
C
N
N
C
C
Compactness
34.4
72.3
109.0
137.0
220.0
260.0
299.0
448.0
567.0
684.0
878.0
1040.0
1210.0
Zey 103mm3
About y-axis
UC
UNIVERSAL COLUMNS
HST 200/12 HST 200/15 HST 200/18 HST 250/13 HST 250/15 HST 250/18 HST 300/15 HST 300/18
III
203 203 203 250 250 250 300 300
152 152
December 2000
1.15 1.45 1.75 1.25 1.45 1.75 1.45 1.75
1.15 1.45
2.00
mm
t
25 25 25 33 33 33 38 38
24 24
15
mm
P
381
386 483
479 600 719 625 723 869 854 1027
HST 100/19
HST 150/12 HST 150/15
HST 200/12 HST 200/15 HST 200/18 HST 250/13 HST 250/15 HST 250/18 HST 300/15 HST 300/18
0.037 0.046 0.055 0.048 0.056 0.067 0.066 0.080
0.030 0.037
0.029
Weight wt kN/m
3.00 3.75 4.49 5.86 6.76 8.10 11.6 13.9
1.38 1.72
0.668
0.393 0.488 0.579 0.657 0.755 0.897 1.25 1.49
0.249 0.308
0.143
Second Moment of Area Ix Iy 106mm4 106mm4
All section properties are for the gross section Form factor based on F = 300 MPa
Area As mm2
Section MK
Section Properties
Notes: 1. 2.
75 75 75 85 85 85 100 100
65 65
51
mm
mm
102
b
d
AS = Gross Section Area All dimensions are normal within rolling tolerances
HST 150/12 HST 150/15
II
Notes: 1. 2.
HST 100/19
Section MK
I
Profile
Section Geometry
Section Geometry & Properties
HST Purlins & Girts
12 12 12 12 12 12 12 12
10 10
-
mm
q
29.6 37.0 44.2 46.9 54.1 64.8 77.1 92.4
18.2 22.7
13.1
59 59 59 59 59 59 59 59
59 59
-
mm
d1
8.05 10.0 11.9 11.9 13.7 16.3 19.0 22.6
6.17 7.64
4.39
d2
10 10 10 14 14 14 64 64
-
-
mm
Zy 103mm3
Section Modulus Zx 103mm3
8 8 8 10 10 10 10 10
8 8
-
mm
b1
48 48 48 73 73 73 123 123
-
-
mm
d4
79.2 79.1 79.0 96.8 96.7 96.5 116 116
59.8 59.7 28.6 28.5 28.4 32.4 32.3 32.1 38.3 38.1
25.4 25.3
18.7
ry mm
Radius of Gyration
41.9
rx mm
10 10 10 25 25 25 25 25
7 7
-
mm
d3
39.0 39.1 39.2 44.5 44.6 44.7 51.4 51.5
35.8 35.9
23.7
mm
xs
0.822 0.866 0.891 0.825 0.867 0.909 0.760 0.799
0.821 0.887
0.880
Form Factor Q
26.2 26.3 26.3 29.9 30.0 30.1 34.0 34.1
24.6 24.7
18.4
mm
xL
211 420 734 326 507 887 598 1050
170 339
505
Torsion Constant J mm4
479 600 719 625 723 869 854 1027
386 483
381
Area AS mm2
4.20 5.16 6.07 11.0 12.6 14.8 28.6 33.8
1.67 2.03
0.32
Warping Factor 1w 109mm6
3.76 4.71 5.64 4.91 5.68 6.82 6.70 8.06
3.03 3.79
2.99
kg/m
Mass
b
d3
xS
d2
d1
Profile I
x S xL
b1
xL
p
b
d4
q
Profile III
d
d1
xS
b1
xL
d3
q
p
d
Profile II
b
p
d
P&G
PURLINS AND GIRTS
Dimensions and Properties Handbook
49
50
0.95
0.75
0.95
0.75
0.95
0.95
1.15
100 HST Tophat 0.75 BMT
100 HST Tophat 0.95 BMT
120 HST Tophat 0.75 BMT
120 HST Tophat 0.95 BMT
150 HST Tophat 0.95 BMT
150 HST Tophat 1.15 BMT
497
410
352
278
314
248
190
150
3.88
3.21
2.75
2.17
2.45
1.93
1.50
1.18
kg/m
Mass per unit Length
December 2000
Dimensions and Properties Handbook
1200 1800
1200 1800
1200 1800
120 HST Tophat 0.95 BMT
150 HST Tophat 0.95 BMT
150 HST Tophat 1.15 BMT
1800
1200 1800
3500
1200
100 HST Tophat 0.95 BMT
120 HST Tophat 0.75 BMT
4000
1200 1800
100 HST Tophat 0.75 BMT
5100 5000
5600 4600
4800 4200
4300 3400
3600 3200
2300 2000
1200 1800
60 HST Tophat 0.95 BMT
2200 1800
1200 1800
60 HST Tophat 0.75 BMT
7700 6800
7000 6200
6000 5200
5400 4800
4400
5000
4600 4000
3000 2700
2800 2400
Purlin Spacings Urban (mm) Simple Lapped
1.06
0.878
0.657
0.519
0.556
0.439
0.151
0.119
Iy 106mm4
5700 4800
5000 4100
4400 3800
4000 3000
3200
3700
3200 3000
2200 1900
2000 1700
7200 6300
6600 5800
5600 4900
5000 4400
4100
4700
4200 3700
2900 2500
2600 2300
REGION 1 Rural Simple Lapped
1.40
1.16
0.667
0.527
0.428
0.338
0.098
0.078
Ix 106mm4
17.30
14.30
10.16
8.03
7.75
6.13
3.09
2.45
7000 5000
5600 4600
5100 5000
5100 3400
3600
4300
3600 3800
2700 2400
2600 2100
8000 7800
8000 6800
6300 5800
6000 5300
5000
5400
5400 4600
3600 3100
3200 2700
53.2
53.3
43.6
43.7
37.0
37.1
22.8
22.8
rx mm
46.3
46.3
43.3
43.3
42.2
42.2
28.1
28.1
ry mm
Radius of Gyration
5800 5000
5200 4200
4600 4000
4200 3200
3400
3800
3400 3000
2300 2000
2100 1800
7400 6500
6800 6000
5600 5000
5200 4500
4200
4800
4400 3800
3100 2600
2700 2300
Urban Simple Lapped
11.62
9.60
7.76
6.13
6.83
5.39
2.78
2.20
Zx Zy 103mm3 103mm3
Farm Use/Secondary Simple Lapped
81.1
81.1
65.6
65.6
55.2
55.2
31.7
31.7
yc mm
Second Moment of Centre Section Modulus Area (Full) of Gravity (Full)
219.1
123.5
105.9
52.1
94.5
46.5
57.3
28.2
918.02
758.37
460.20
363.31
302.24
238.61
20.33
16.05
225
225
184
184
158
158
110
110
5200 4600
4800 3900
4200 3700
3900 2800
2900
3600
3000 2800
2100 1800
1900 1700
6900 5500
6400 5500
5400 4600
4800 4200
4000
4500
4000 3600
2700 2400
2500 2200
6200 5000
5200 4200
4800 4400
4900 3200
3400
4000
3400 3600
2700 2300
2500 1900
8000 6800
7800 6600
6200 5600
5800 4900
4800
5800
4800 4000
3600 2900
3200 2500
REGION 2 Rural Farm Use/Secondary Simple Lapped Simple Lapped
103.9
103.9
82.3
82.3
67.4
67.4
44.2
44.2
Shear Torsion Warping MonoCentre Constant Constant symmetry Constant ye J Iw bx 4 9 6 mm mm 10 mm mm
Region 1 Auckland, Central North Island, South Island (except Marlborough & Southland). Region 2 Northland, Wellington, Marlborough, Southland. Urban Any Built up area with numerous houses/buildings 3 to 5 metres high (Terrain Category 3). Rural Areas with scattered obstructions, hedges, trees, buildings etc. (Terrain Category 21/2). Farm use Buildings of low importance (secondary nature) where higher roof deflections are acceptable. In areas with scattered obstructions, hedges, trees, buildings etc. (Terrain Category 21/2). Snow These tables do not apply for elevations in excess of 300 metres or for Canterbury/Otago/Southland above 50 metres. In these areas “Snow Loads” should be considered by a qualified engineer. Fasteners Use 14 gauge tek screws typical. Use 2 screws at simple ends and 4 screws at lapped supports typically, except: • for fittings to cold rolled purlins with thickness less than 2.5mm BMT, use at simple ends use 2 screws, except use 4 screws for 150 Tophats. • at lapped supports use 4 screws for 60 Tophats, 6 screws for 100 Tophats, 8 screws for 120 & 150 Tophats. OR Use strap detail. Lap Minimum lap between fixing is 15% of Tophat span.
PURLINS AND GIRTS
Typical HST Tophat Purlin Spans (mm)
0.75
mm2
t(BMT) mm
60 HST Tophat 0.95 BMT
Area
Thickness
60 HST Tophat 0.75 BMT
Tophat Section
HST Tophat Sectional Properties
HST Tophat
P&G
T&P TUBE AND PIPE
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. 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, please contact your local Steel & Tube branch should you require this information.
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 with corresponding tubulars. 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 NZS/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 does 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. It 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 carbon-manganese 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 December 2000
51
52
December 2000
165 to 205 MPa 290 to 330 MPa 41 to 55%
Carbon Manganese Phosphorous Sulphur Vanadium Silicon
C Mn P S V Si
0.02 to 0.064% max. 0.17 to 0.24% max. 0.022% max. 0.030 max. 0.010% max. 0.010% max.
Specified Chemical Composition – (Ladle Analysis)
Yield stress Tensile stress Elongation
Normal range of Mechanical Properties of Strip
Yield stress 160 MPa (min.) 215 MPa (max.) Tensile stress 285 MPa (min.) 340 MPa (max.) Elongation (min.)0.6 < 1.0mm = 41%, 1.0 < 1.6mm = 43%, 1.6mm + = 45%
Specified Mechanical Properties of Strip
LN (m) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
Size (mm) 9.5 × 9.5 × 1.2 9.5 × 9.5 × 1.6 12.7 × 12.7 × 1.2 12.7 × 12.7 × 1.6 16.0 × 16.0 × 1.2 16.0 × 16.0 × 1.6 16.0 × 16.0 × 2.0 19.0 × 19.0 × 1.2 19.0 × 19.0 × 1.6 19.0 × 19.0 × 2.0 22.2 × 22.2 × 1.2 22.2 × 22.2 × 1.6 22.2 × 22.2 × 2.0 25.4 × 25.4 × 1.2 25.4 × 25.4 × 1.4 25.4 × 25.4 × 1.6 25.4 × 25.4 × 2.0 31.8 × 31.8 × 1.2 31.8 × 31.8 × 1.6 31.8 × 31.8 × 2.0 35.0 × 35.0 × 1.2 35.0 × 35.0 × 1.6 35.0 × 35.0 × 2.0 38.0 × 38.0 × 1.2 38.0 × 38.0 × 2.0 51.0 × 51.0 × 1.6
ERW Square Tube
The following mechanical properties quoted are for the mild steel strip prior to being manufactured into tubular sections.
0.34 0.40 0.49 0.58 0.55 0.72 0.92 0.68 0.89 1.11 0.81 1.07 1.31 0.91 1.05 1.19 1.47 1.16 1.53 1.89 1.37 1.64 2.03 1.37 2.25 2.44
Kg/m
5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5 5.5
LN (m)
0.68 0.89 1.19 0.97 1.27 1.57 1.87 1.37 1.82 2.25 3.03
Kg/m
Refer to Tube and Pipe Quick Reference Tables
ERW Round Tube
25.4 × 12.7 × 1.2 25.4 × 12.7 × 1.6 31.8 × 16.0 × 1.6 35.0 × 19.0 × 1.2 35.0 × 19.0 × 1.6 35.0 × 19.0 × 2.0 38.0 × 25.4 × 1.6 51.0 × 25.4 × 1.2 51.0 × 25.4 × 1.6 51.0 × 25.4 × 2.0 63.5 × 38.0 × 2.0
Size (mm)
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.
ERW Size Range
Technical Specifications
ERW Welded Tube
T&P
Dimensions and Properties Handbook
N/mm2 430 410 400
N/mm2 480 460 440
Yield Stress Rp 0.2 min.
December 2000
Minimum thickness not more than 5% below nominal thickness
Straightness – 1 in 1000 measured over the total length
Wall
Straightness
+ 1.00mm - 0 + 1.20mm - 0 + 1.40% - 0
< 75mm 75–100mm > 100mm
Hot Rolled
Outside Diameter
Tolerances
Straightness – 1 in 1500 measured over the total length
Minimum thickness not more than 5% below nominal thickness
< 45mm > 45mm
+ 0.25mm - 0 + 0.30mm - 0
40 Joules min. at -20˚C
180–220 BHN
Cold Reduced
20 Joules min. at +20˚C
200–240 BHN
Hardness
Longitudinal Charpy ISO “V” impact test
18%
Elongation A min. 5.65 √So
20%
N/mm2 550/700
N/mm2 600/750
Ultimate Tensile Strength Rm
Wall thickness ≤ 16mm > 16–30mm > 30mm
Normalised Condition
Hot Rolled Condition
Mechanical Properties
Hollow Bar
T&P TUBE AND PIPE
Dimensions and Properties Handbook
53
54
Dimensions and Properties Handbook
December 2000
10.3
13.7
17.1
21.3
26.7
33.4
42.2
48.3
60.3
73.0
88.9
114.3
141.3
168.3
219.1
273.0
323.8
355.6
406.4
457.2
508.0
558.8
609.6
660.4
711.2
762.0
812.8
863.6
914.1
6
8
10
15
20
25
32
40
50
65
80
100
125
150
200
250
300
350
400
450
500
550
600
650
700
750
800
850
900
7.92
7.92
7.92
7.92
7.92
7.92
6.35
6.35
6.35
6.35
6.35
6.35
3.40
3.05
3.05
3.05
2.77
2.77
2.77
2.77
2.11
10
12.70
12.70
12.70
12.70
12.70
12.70
9.53
9.53
9.53
7.92
7.92
7.92
6.35
6.35
6.35
20
Schedule
15.88
15.88
15.88
15.88
15.88
14.27
12.70
12.70
11.13
9.53
9.53
8.38
7.80
7.04
30
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
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
2.31
2.24
1.73
Std Wt
19.05
17.48
17.48
17.48
15.88
15.09
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
24.61
22.23
20.62
19.05
16.66
15.09
14.27
12.70
10.31
60
Schedule
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
12.70
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
30.96
28.58
26.19
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
80
Note: There are minor differences in some thicknesses between British and American Standards
O.D. mm
Nom. Pipe mm
Units used = millimetres
Identification of Tube Wall Thicknesses
38.89
34.93
32.54
29.36
26.19
23.82
21.44
18.26
15.09
100
46.02
41.28
38.10
34.93
30.96
27.79
25.40
21.44
18.26
14.27
12.70
11.13
120
Schedule
52.37
47.63
44.45
39.67
36.53
31.75
28.58
25.40
20.62
140
59.54
53.98
50.01
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
900
850
800
750
700
650
600
550
500
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
December 2000
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
Medium Heavy
40
50
65
80
90
100
125
150
165.1 165.1
139.7 139.7
114.3 114.3
101.6 101.6
88.9 88.9
76.1 76.1
60.3 60.3
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
mm
5.0 5.4
5.0 5.4
4.5 5.4
4.0 5.0
4.0 5.0
3.6 4.5
3.6 4.5
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
Outside Wall Diameter Thickness
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
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
6.50 7.04
7.72 8.36
8.52 10.3
8.52 10.8
9.79 12.4
10.3 13.0
13.2 16.7
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
944 1020
1120 1210
1240 1500
1240 1560
1420 1800
1500 1890
1910 2420
2140 2710
2450 3120
3150 4030
3210 4040
4160 5270
4610 6020
6100 8070
Mass per Metre Maximum Black Recommended Plain Ends Test Pressure at & Grooved Ambient Temp kg/m MPa P.S.I.
4.33 4.69
5.15 5.58
5.68 6.87
5.68 7.17
6.53 8.25
6.88 8.70
8.78 11.1
9.81 12.5
11.3 14.4
14.5 18.5
14.7 18.5
19.1 24.2
21.2 27.7
28.0 37.1
629 681
747 809
825 997
825 1040
948 1200
998 1260
1270 1620
1420 1810
1640 2080
2100 2690
2140 2690
2770 3510
3070 4020
4070 5380
-45°C to 50°C MPa P.S.I.
100
3.97 4.29
4.71 5.10
5.20 6.29
5.20 6.56
5.98 7.55
6.30 7.96
8.04 10.2
8.98 11.4
10.3 13.1
13.2 16.9
13.5 17.0
17.5 22.1
19.4 25.3
25.6 33.9
MPa
576 623
684 741
755 913
755 953
867 1100
914 1160
1170 1480
1300 1660
1500 1910
1920 2460
1960 2460
2540 3210
2810 3680
3720 4930
P.S.I.
150
3.60 3.90
4.28 4.63
4.72 5.71
4.72 5.96
5.42 6.85
5.72 7.22
7.30 9.25
8.15 10.4
9.37 11.9
12.0 15.4
12.2 15.4
15.9 20.1
17.6 23.0
23.3 30.8
MPa
523 566
621 672
685 828
685 864
787 995
829 1050
1060 1340
1180 1500
1360 1730
1740 2230
1780 2240
2300 2920
2550 3340
3380 4470
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
6.55 8.31
7.32 9.30
8.41 10.7
10.8 13.8
11.0 13.8
14.2 18.0
15.8 20.6
20.9 27.7
469 508
558 604
615 744
615 776
707 893
745 942
951 1210
1060 1350
1220 1550
1570 2000
1600 2010
2070 2620
2290 3000
3030 4020
2.87 3.10
3.41 3.69
3.76 4.54
3.76 4.74
4.32 5.46
4.55 5.75
5.81 7.37
6.49 8.24
7.46 9.50
9.56 12.2
9.75 12.3
12.6 16.0
14.0 18.3
18.5 24.5
416 450
494 535
546 660
546 688
627 792
661 835
843 1070
942 1200
1080 1380
1390 1780
1420 1780
1830 2320
2030 2660
2690 3560
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
5.81 7.38
6.68 8.50
8.56 11.0
8.73 11.0
11.3 14.3
12.5 16.4
16.6 22.0
373 403
443 479
489 591
489 616
561 709
591 748
755 958
843 1070
969 1230
1240 1590
1270 1590
1640 2080
1820 2380
2410 3190
Maximum Safe Working Pressure Metal Temperature °C 200 250 300 MPa P.S.I. MPa P.S.I. MPa P.S.I. 350
2.37 2.56
2.81 3.05
3.10 3.75
3.10 3.92
3.57 4.50
3.76 4.75
4.80 6.08
5.36 6.80
6.16 7.84
7.90 10.1
8.05 10.1
10.4 13.2
11.6 15.1
15.3 20.2
MPa
344 372
408 442
450 545
450 568
518 654
545 689
696 883
778 988
894 1140
1150 1470
1170 1470
1510 1920
1680 2190
2220 2940
P.S.I.
2.27 2.45
2.69 2.92
2.97 3.59
2.97 3.75
3.42 4.31
3.60 4.55
4.59 5.83
5.13 6.52
5.90 7.51
7.56 9.68
7.71 9.70
329 356
391 423
431 522
431 544
496 626
522 660
667 846
745 946
856 1090
1100 1400
1120 1410
1450 1840
1610 2100
2130 2810
400 P.S.I.
9.99 12.7
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 supported so that bending and external loads are avoided. The pipeline must also be set up with suitable freedom of angular movement at joints and bends and with provision to accommodate thermal expansion. ● The maximum working pressure is based on a design strength of 130 MPa at 50°C, 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 designing pipelines. See the OneSteel (Tubemakers piping systems) 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 (Tubemakers piping systems) 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 p = Safe working pressure. f = Design strengths from table D2 of AS 4041 for AS 1074 product. e = 0.85 Weld joint factor from table 3.12.2 of AS 4041 for AS 1074 ERW product. M = 0.7 Class design factor from AS 4041 table 3.12.3 for class 2. tf = 0 9 × wall thickness, in mm. D = Outside diameter, in mm. 5. No allowance has been made for corrosion, threading, grooving or machining.
Medium Heavy
Medium Heavy
20
32
Medium Heavy
15
Medium Heavy
Medium Heavy
10
25
Medium Heavy
Quality
8
Nominal Size (DN)
Medium & Heavy Pressure Pipe — Specification: AS 1074 / BS 1387
Maximum Safe Working Pressures
CHS
CIRCULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
55
CHS CIRCULAR HOLLOW SECTIONS
Telescoping Pipe How to use this chart 1. Select the required external pipe size from the left hand column. 2. The external pipe wall thickness and the internal pipe size will determine the
t do ext
do int
clearance between the two telescoping pipes.
3. Select the most suitable clearance from the right hand column for the application, to give the required fit. Pipes may be required to slide freely or to be a tight fit.
do ext = external pipe diameter do int = internal pipe diameter
4. The clearance selected will give the external pipe thickness required for the
t = external pipe thickness
appropriate internal pipe size.
Pipe External Pipe Nominal do size DN(NB) mm
*
t mm
Internal Pipe Nominal do size DN(NB) mm
Minimum* Clearance mm
20
Extra light
26.9 × 2.0
15
21.3
0.4
25
Extra light Light Medium Heavy
33.7 × 2.0 2.6 3.2 4.0
20 20 15 15
26.9 26.9 21.3 21.3
1.6 0.4 4.8 3.2
32
Extra light Light Medium Heavy
42.4 × 2.0 2.6 3.2 4.0
25 25 25 20
33.7 33.7 33.7 26.9
3.5 2.3 1.1 6.3
40
Extra light Light Medium Heavy
48.3 × 2.3 2.9 3.2 4.0
32 25 25 25
42.4 33.7 33.7 33.7
0.1 7.6 7.0 5.4
50
Extra light Light Medium Heavy
60.3 × 2.3 2.9 3.6 4.5
40 40 40 40
48.3 48.3 48.3 48.3
6.4 5.2 3.8 2.0
65
Extra light Light Medium Heavy
76.1 × 2.3 3.2 3.6 4.5
50 50 50 50
60.3 60.3 60.3 60.3
9.8 8.0 7.2 5.4
80
Extra light Light Medium Heavy
88.9 × 2.6 3.2 4.0 5.0
65 65 65 65
76.1 76.1 76.1 76.1
6.0 4.8 3.2 1.2
100 Extra light Light Medium Heavy
114.3 × 3.2 3.6 4.5 5.4
80 80 80 80
88.9 88.9 88.9 88.9
17.0 16.2 14.4 12.6
N otes
1. Pipe is not a precision section, and all dimensions shown in this chart, although in accordance with AS1163, will vary by the manufacturing tolerance. Varying internal weld bead will need to be considered when a closer fit is required.
2. The internal weld bead is generally a maximum of 0.7mm in height for 15mm to 50mm pipe, and a maximum of 1.5mm in height for 65mm to 100mm pipe.
3. Where telescoping over some length is required, an additional allowance for straightness may be required.
4. For tight fits, it is recommended that some form of testing is carried out prior to finalising the selection of material.
Minimum Clearance = (AS1163 min do ext - 2t) – (AS1163 max do int)
Dimensions and Properties Handbook 56
December 2000
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
1.0 1.2 1.4 1.6 2.0 2.0
2.3 2.9
1.0 1.2 1.4 1.6 2.0 2.0
mm
✦ 6.3
9.5
✦ 11.1 ✦ ✦ ✦
12.7
13.5
✦ 14.3 ✦ ✦ ✦
16.0
December 2000
✦ 17.2 ✦
19.0
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
0.328 0.388 0.446 0.501
0.650 0.770
0.287 0.341 0.390 0.438 0.438 0.528
0.249 0.293 0.335 0.375
0.210 0.246 0.280 0.280 0.312 0.370
0.187
kg/m
Mass per Metre
19.0 O/D × 1.0 Welded P.E. 19.0 O/D × 1.2 Welded P.E. 19.0 O/D × 1.4 Welded P.E. 19.0 O/D × 1.6 Welded P.E. 19.0 O/D × 2.0 Welded P.E. 19.0 O/D × 2.0 TS 27 Hydraulic
10 NB Med S&S BS 1387 10 NB Heavy S&S BS 1387
16.0 O/D × 1.0 Welded P.E. 16.0 O/D × 1.2 Welded P.E. 16.0 O/D × 1.4 Welded P.E. 16.0 O/D × 1.6 Welded P.E. 16.0 O/D × 2.0 Welded P.E. 16.0 O/D × 2.0 TS 27 Hydraulic
14.3 O/D × 1.0 Welded P.E. 14.3 O/D × 1.2 Welded P.E. 14.3 O/D × 1.4 Welded P.E. 14.3 O/D × 1.6 Welded P.E.
8 NB Med. S & S BS 1387 8 NB Heavy S & S BS 1387
12.7 O/D × 1.00 Welded P.E. 12.7 O/D × 1.20 Welded P.E. 12.7 O/D × 1.40 Welded P.E. 12.7 O/D × 1.60 Welded P.E. 12.7 O/D × 1.60 TS 27 Hydraulic 12.7 O/D × 2.00 TS 27 Hydraulic
11.1 O/D × 1.00 Welded P.E. 11.1 O/D × 1.20 Welded P.E. 11.1 O/D × 1.40 Welded P.E. 11.1 O/D × 1.60 Welded P.E.
9.5 O/D × 1.00 Welded P.E. 9.5 O/D × 1.20 Welded P.E. 9.5 O/D × 1.40 Welded P.E. 9.5 O/D × 1.40 TS 27 Hydraulic 9.5 O/D × 1.60 TS 27 Hydraulic 9.5 O/D × 2.00 TS 27 Hydraulic
6.3 O/D × 1.60 TS 27 Hydraulic
Usual Sales Description
0.565 0.671 0.774 0.875 1.070 1.070
1.11 1.34
0.471 0.558 0.643 0.724 0.880 0.880
0.410 0.490 0.565 0.636
0.819 0.976
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
0.045 0.045 0.045 0.045
0.042 0.042
0.040 0.040 0.040 0.040 0.040 0.040
m2/m
cm2
0.369 0.432 0.494 0.558 0.558 0.675
Area
Surface
Area of Section
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
0.093 0.107 0.119 0.131
0.133 0.146
0.063 0.072 0.081 0.088 0.088 0.100
Moment of Inertia I cm4
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
0.129 0.149 0.167 0.183
0.197 0.217
0.100 0.114 0.127 0.138 0.138 0.156
Modulus Z cm3
Elastic
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
0.471 0.464 0.458 0.452
0.403 0.389
0.415 0.409 0.402 0.396 0.396 0.384
Radius of Gyration r cm
150 150 150 150 150 180
195 195
150 150 150 150 150 180
150 150 150 150
195 195
150 150 150 150 180 180
150 150 150 150
150 150 150 180 180 180
180
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦
✦
✦ ✦
✦ ✦ ✦
Thickness
Outside Diameter
Tube and Pipe Quick Reference Tables
275 275 275 275 275 290
320 320
275 275 275 275 275 290
275 275 275 275
320 320
275 275 275 275 290 290
275 275 275 275
275 275 275 290 290 290
290
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
57
58
mm
2.0 2.0 2.6 2.77 3.2 3.2 3.6 3.73 4.78 7.47
1.0 1.2 1.4 1.6 2.0
1.0 1.2 1.4 1.6 2.0 2.6 2.9 3.2 6.3
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
mm
✦ 21.3 ✦
✦ 22.2
✦ 25.4
December 2000
✦ 26.7
26.9
Dimensions and Properties Handbook
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
0.952 0.952 1.22 1.26 1.45 1.45 1.6 1.62 1.95 2.56
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. BS1387 20 NB DuraGal Med P.E. 20 NB Med P.E./S&S BS1387 20 NB Heavy P.E./S&S BS1387 20 NB × 3.6 Ammonia BS3602
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 × 1.0 Welded P.E. 25.4 O/D × 1.2 Welded P.E. 25.4 O/D × 1.4 Welded P.E. 25.4 O/D × 1.6 Welded P.E. 25.4 O/D × 2.0 Welded P.E. 25.4 O/D × 2.6 TS 27 Hydraulic 25.4 O/D × 2.9 Boiler BS3059 25.4 O/D × 3.2 TS 27 Hydraulic 25.4 O/D × 6.3 Boiler BS3059
22.2 O/D × 1.0 Welded P.E. 22.2 O/D × 1.2 Welded P.E. 22.2 O/D × 1.4 Welded P.E. 22.2 O/D × 1.6 Welded P.E. 22.2 O/D × 2.0 Welded P.E.
15 NB Light P.E. BS1387 15 NB DuraGal Ex-Light P.E. 15 NB Med P.E./S & S BS1387 15 NB ASTM A106 Grade B Sch 40 15 NB Heavy P.E./S & S BS1387 15 NB × 3.2 Ammonia BS3602 15 NB × 3.2 Ammonia BS3602 15 NB ASTM A106 Grade B Sch 80 15 NB ASTM A106 Grade B Sch 160 15 NB ASTM A106 Grade B XXS
Usual Sales Description m2/m
cm2
Moment of Inertia I cm4
0.084 0.084 0.084
0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
0.07 0.07 0.07 0.07 0.07
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
Please refer to DuraGal CHS tables on page 71 Please refer to Galtube Plus tables on page 73 Please refer to DuraGal CHS tables on page 71 1.81 0.085 1.39 Please refer to DuraGal CHS tables on page 71 2.02 0.085 1.51 2.42 0.085 1.74 2.63 0.085 1.83
2.15 2.15 2.8
0.77 0.91 1.06 1.2 1.47 1.86 2.05 2.23 3.79
0.66 0.792 0.915 1.04 1.27
1.21 0.067 0.571 Please refer to DuraGal CHS tables on page 71 1.56 0.067 0.702 1.61 0.067 0.708 1.86 0.067 0.792 2.00 0.067 0.792 1.86 0.067 0.816 2.06 0.067 0.83 2.48 0.067 0.917 3.2 0.067 1.00
Area
Surface
Area of Section
0.875 0.866 0.847 0.833
1.12 1.29 1.36
0.849 0.849 0.817
0.863 0.857 0.85 0.843 0.83 0.811 0.802 0.793 0.711
1.03
1.16 1.16 1.4
0.45 0.527 0.6 0.67 0.798 0.965 1.04 1.11 1.51
0.75 0.744 0.737 0.73 0.718
0.671 0.662 0.653 0.653 0.638 0.634 0.607 0.555
0.655 0.664 0.739 0.739 0.767 0.78 0.861 0.941 0.338 0.394 0.478 0.498 0.589
0.686
Radius of Gyration r cm
0.536
Modulus Z cm3
Elastic
195 195 245
195
241 240 240
150 150 150 150 150 180 195 180 195
150 150 150 150 150
195 240 195 245 245 240 240 240
195
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦
✦
✦
✦ ✦ ✦
Thickness
Outside Diameter
320 320 410
320
414 415 415
275 275 275 275 275 290 320 290 320
275 275 275 275 275
320 415 320 410 410 415 415 415
320
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
mm
1.0 1.2 1.4 1.6 2.0
1.0 1.2 1.4 1.6 2.0 2.9 4.0 6.3
6.0 8.0
3.38 3.38 4.55 6.35 9.09
2.0 2.0 2.0 2.0 2.6 2.6 3.2 3.2 3.2 4.0 4.0
1.0 1.2 1.4 1.6 2.0
5.5 8.0 10.0
mm
✦ 28.6
✦ 31.8
32.0
✦ 33.4
33.7
December 2000
✦ 35.0
36.0
4.14 5.52 6.4
0.839 1.0 1.16 1.318 1.628
1.56 1.56 1.56 1.64 1.99 2.01 2.41 2.41 2.44 2.97 2.97
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
36 × 25 (Nom) TI6V Hollow Bar 36 × 20 (Nom) TI6V Hollow Bar 36 × 16 (Nom) TI6V Hollow Bar
35.0 O/D × 1.0 Welded P.E. 35.0 O/D × 1.2 Welded P.E. 35.0 O/D × 1.4 Welded P.E. 35.0 O/D × 1.6 Welded P.E. 35.0 O/D × 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. BS1387 25 NB DuraGal Med P.E. 25 NB I.L.G Med FirePlus 25 NB Med P.E./S&S BS1387 25 NB Heavy P.E./S&S BS1387 25 NB × 4.0 Ammonia BS3602
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 26 NB ASTM A106 Grade B Sch XXS
32 × 20 (Nom) TI6V Hollow Bar 32 × 16 (Nom) TI6V Hollow Bar
31.8 O/D × 1.0 Welded P.E. 31.8 O/D × 1.2 Welded P.E. 31.8 O/D × 1.4 Welded P.E. 31.8 O/D × 1.6 Welded P.E. 31.8 O/D × 2.0 Welded P.E. 31.8 O/D × 2.9 Boiler BS3059 31.8 O/D × 4.0 Boiler BS3059 631.8 O/D × 6.3 Boiler BS3059
28.6 O/D × 1.0 Welded P.E. 28.6 O/D × 1.2 Welded P.E. 28.6 O/D × 1.4 Welded P.E. 28.6 O/D × 1.6 Welded P.E. 28.6 O/D × 2.0 Welded P.E.
Usual Sales Description
0.827 0.971 1.11 1.24 1.49
Moment of Inertia I cm4
0.105 0.105 0.105 0.105
3.64 3.64 4.4 5.21
0.11 0.11 0.11 0.11 0.11
1.54 1.82 2.09 2.35 2.83
Please refer to Hollow Bar tables on page 53
1.07 1.27 1.48 1.68 2.07
0.88 1.04 1.19 1.34 1.62
2.23 2.59 2.59
3.8 4.42 4.42
3.15 3.84 3.84
0.106 0.106 0.106
1.91
2.18 2.18 2.63 3.12
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
Modulus Z cm3
Elastic
Please refer to DuraGal CHS tables on page 71 2.61 0.106 3.26 Please refer to DuraGal CHS tables on page 71
Please refer to DuraGal CHS tables on page 71 Please refer to Galtube CHS tables on page 73
3.19 3.19 4.13 5.4
0.966 0.1 1.15 1.15 0.1 1.35 1.34 0.1 1.56 1.52 0.1 1.74 1.87 0.1 2.09 2.63 0.1 2.78 3.5 0.1 3.44 5.05 0.1 4.35 Please refer to Hollow Bar tables on page 53
0.09 0.09 0.09 0.09 0.09
m2/m
cm2 0.864 1.03 1.19 1.36 1.67
Area
Surface
Area of Section
1.2 1.2 1.19 1.18 1.17
1.1 1.07 1.07
1.12
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
Radius of Gyration r cm
150 150 150 150 150
195 195 245
195
241 240 240 240
150 150 150 150 150 195 195 195
150 150 150 150 150
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦
✦
✦
✦
Thickness
Outside Diameter
275 275 275 275 275
320 320 410
320
414 415 415 415
275 275 275 275 275 320 320 320
275 275 275 275 275
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
59
60
1.0 1.2 1.4 1.6 2.0 2.9 6.3
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
6.5 8.5 12.5
1.2 1.4 1.6 2.0
40.0
✦ 41.3 ✦
42.2
42.4
Dimensions and Properties Handbook
December 2000
45.0
47.6
1.373 1.595 1.815 2.249
6.8 7.93 10.01
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
O/D O/D O/D O/D O/D O/D O/D
× × × × × × ×
1.0 1.2 1.4 1.6 2.0 2.9 6.3
Welded P.E. Welded P.E. Welded P.E. Welded P.E. Welded P.E. Boiler BS3059 Boiler BS3059
NB NB NB NB
× × × ×
1.2 1.4 1.6 2.0
Welded Welded Welded Welded
P.E. P.E. P.E. P.E.
API Line pipe Sch 40 ASTM A106 Grade B Sch 40 API Line pipe Sch 80 ASTM A106 Grade B Sch 80
O/D O/D O/D O/D
47.6 47.6 47.6 47.6
O/D O/D O/D O/D
× × × ×
1.2 1.4 1.6 2.0
Welded Welded Welded Welded
P.E. P.E. P.E. P.E.
45 × 32 (Nom) TI6V Hollow Bar 45 × 28 (Nom) TI6V Hollow Bar 45 × 20 (Nom) TI6V Hollow Bar
44.5 O/D × 1.2 Welded P.E. 44.5 O/D × 1.4 Welded P.E. 44.5 O/D × 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 × 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. BS1387 32 NB DuraGal Med P.E. 32 NB I.L.G. Med FirePlus P.E. 32 NB Med P.E./S&S BS1387 44.5 O/D × 3.2 Boiler BS3059 32 NB Heavy P.E./S&S BS1387 32 NB × 4.5 Ammonia BS3602 44.5 O/D × 6.3 Boiler BS3059
32 32 32 32
41.3 41.3 41.3 41.3
40 × 28 (Nom) TI6V Hollow Bar 40 × 25 (Nom) TI6V Hollow Bar 40 × 20 (Nom) TI6V Hollow Bar
38.0 38.0 38.0 38.0 38.0 38.0 38.0
Usual Sales Description
1.99 2.35 2.7 3.04 3.68 4.96 8.19
Moment of Inertia I cm4
0.133 0.133 0.133 0.133
0.13 0.13 0.13 0.13 8.13 8.13 10.09 10.09
3.04 3.5 3.93 4.78
7.99 8.91 9.42 9.76 14.17
1.75 2.03 2.31 2.87
0.15 0.15 0.15 0.15
4.71 5.43 6.12 7.46
Please refer to Hollow Bar tables on page 53
0.133 0.14 0.133 0.133 0.14
1.98 2.28 2.57 3.14
3.73 4.0 4.4 4.6 6.37
2.72
4.05 4.15 4.95 5.36 7.56
6.04
3.16
0.14
1.72 1.98 2.23
3.85 3.85 4.78 4.78
1.47 1.69 1.91 2.31
1.05 1.24 1.42 1.6 1.93 2.61 4.31
Modulus Z cm3
Elastic
Please refer to DuraGal CHS tables on page 71 3.34 0.133 6.78 Please refer to DuraGal CHS tables on page 71
2.67
1.63 0.14 3.83 1.89 0.14 4.4 2.16 0.14 4.97 Please refer to DuraGal CHS tables on page 71 Please refer to Galtube CHS tables on page 73
4.32 4.32 5.69 5.69
1.51 1.75 1.99 2.47
Please refer to Hollow Bar tables on page 53
0.119 0.119 0.119 0.119 0.119 0.119 0.119
m2/m
1.16 1.39 1.61 1.83 2.26 3.2 6.28
Area
cm2
Surface
Area of Section
1.64 1.63 1.63 1.61
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
1.31 1.3 1.29 1.29 1.27 1.24 1.14
Radius of Gyration r cm
150 150 150 150
195 195 195 245 195
195
150
150 150 150
241 240 241 240
150 150 150 150
150 150 150 150 150 195 195
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦
✦
✦
✦
✦
✦
kg/m
mm
mm
✦ 38.0
0.913 1.089 1.264 1.436 1.776 2.51 4.93
Mass per Metre
Thickness
Outside Diameter
275 275 275 275
320 320 320 410 320
320
275
275 275 275
414 415 414 415
275 275 275 275
275 275 275 275 275 320 320
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
mm
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
7 9 12.5
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
mm
48.3
50.0
51.0
December 2000
✦ 54.0 ✦
56.0
✦ 57.0 ✦
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
7.73 9.41 11.55
2.61 2.61 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
kg/m
Mass per Metre
57.0 O/D × 1.2 Welded P.E. 57.0 O/D × 1.4 Welded P.E. 57.0 O/D × 1.6 Welded P.E. 57.0 O/D × 2.0 Welded P.E. 57.0 O/D × 2.6 Welded P.E. 57.0 O/D × 2.9 Boiler BS3059 57.0 O/D × 3.2 Boiler BS3059 57.0 O/D × 6.3 Boiler BS3059
56 × 40 (Nom) TI6V Hollow Bar 56 × 36 (Nom) TI6V Hollow Bar 56 × 28 (Nom) TI6V Hollow Bar
54.0 O/D × 1.2 Welded P.E. 54.0 O/D × 1.4 Welded P.E. 54.0 O/D × 1.6 Welded P.E. 54.0 O/D × 2.0 Welded P.E. 54.0 O/D × 2.6 Welded P.E.
51.0 O/D × 1.2 Welded P.E. 51.0 O/D × 1.4 Welded P.E. 51.0 O/D × 1.6 Welded P.E. 51.0 O/D × 2.0 Welded P.E. 51.0 O/D × 2.6 Welded P.E. 51.0 O/D × 3.2 Boiler BS3059 51.0 O/D × 44.5 I/D Drawn Finish 51.0 O/D × 6.3 Boiler BS3059 51.0 O/D × 12.5 HFS BS3601
50 × 36 (Nom) TI6V Hollow Bar 50 × 32 (Nom) TI6V Hollow Bar 50 × 25 (Nom) TI6V Hollow Bar
40 NB DuraGal Ex-Light P.E. 40 NB Galtube Plus P.E. 40 NB I.L.G FirePlus P.E. 40 NB H.D.G FirePlus G.B.E 40 NB DuraGal Light P.E. 40 NB Light P.E. BS1387 40 NB DuraGal Med P.E. 40 NB I.L.G Med FirePlus P.E. 40 NB Med P.E./S&S BS1387 40 NB API Line pipe Sch 40 40 NB ASTM A106 Grade B Sch 40 40 NB Heavy P.E./S&S BS1387 48.3 O/D × 4.0 Scaffold NZS1413 40 NB × 4.5 Ammonia BS3602 40 NB API Line pipe Sch 80 40 NB ASTM A106 Grade B Sch 80 40 NB ASTM A106 Grade B Sch 160 40 NB ASTM A106 Grade B Sch XXS
Usual Sales Description m2/m
Moment of Inertia I cm4
0.17 0.17 0.17 0.17 0.17
0.16
0.16 0.16 0.16 0.16 0.16 0.16
6.94 8.01 9.05 11.06 13.9
30.97
5.82 6.71 7.58 9.26 11.61 13.79
2.1 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
Please refer to Hollow Bar tables on page 53
1.99 2.31 2.63 3.27 4.2
1.88 2.18 2.48 3.08 3.96 4.8 0.16 0.16 15.11
Please refer to Hollow Bar tables on page 53
2.87 3.32 3.75 4.59 5.78 6.35 6.89 11.49
2.57 2.97 3.35 4.1 5.15
12.14
2.28 2.63 2.97 3.63 4.55 5.41
4.88 5.35 5.35 5.8 5.8 6.21 6.76 6.76
11.8 12.93 12.93 14 14 15.01 16.33 16.33
4.61 5.16 5.16 5.66 5.66 6.19 6.9 6.9
0.152 0.152 0.152 0.152 0.152 0.152 0.152 0.152
4.51
Modulus Z cm3
Elastic
Please refer to DuraGal CHS tables on page 71 4.21 0.152 10.09 Please refer to DuraGal CHS tables on page 71
Please refer to DuraGal CHS tables on page 71 Please refer to Galtube CHS tables on page 73
Area
cm2
Surface
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
1.6 1.58 1.58 1.57 1.57 1.56 1.54 1.54
1.61
Radius of Gyration r cm
150 150 150 150 150 195 195 195
150 150 150 150 150
150 150 150 150 150 195 – – 235
195 241 240 195 195 245 241 240
195
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦
✦ ✦
✦
✦
✦
✦ ✦ ✦
✦
Thickness
Outside Diameter
275 275 275 275 275 320 320 320
275 275 275 275 275
275 275 275 275 275 320 – – 410
320 414 415 320 320 410 414 415
320
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
61
62
6.5 9.0 11.5 13.5 15.5
1.2 1.4 1.6 2.0 3.2 6.3 12.5
63.0
✦ 63.5 ✦
Dimensions and Properties Handbook
December 2000
7.5 10.5 13.0 15.5 17.5
70.0
71.0
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
9.44 12.37 15.05 16.97 18.68
71 × 56 (Nom) TI6V Hollow Bar 71 × 50 (Nom) TI6V Hollow Bar 71 × 45 (Nom) TI6V Hollow Bar 71 × 40 (Nom) TI6V Hollow Bar 71 × 36 (Nom) TI6V Hollow Bar
70.0 O/D × 1.6 Welded P.E. 70.0 O/D × 2.0 Welded P.E. 70.0 O/D × 2.6 Welded P.E. 70.0 O/D × 8.0 HFS BS3601
50.8 I/D × 6.4 Int. Cylinder Finish
63.5 O/D × 1.2 Welded P.E. 63.5 O/D × 1.4 Welded P.E. 63.5 O/D × 1.6 Welded P.E. 63.5 O/D × 2.0 Welded P.E. 63.5 O/D × 3.2 Boiler BS3059 63.5 O/D × 6.3 Boiler BS3059 63.5 O/D × 12.5 HFS BS3601
63 × 50 (Nom) TI6V Hollow Bar 63 × 45 (Nom) TI6V Hollow Bar 63 × 40 (Nom) TI6V Hollow Bar 63 × 36 (Nom) TI6V Hollow Bar 63 × 32 (Nom) TI6V Hollow Bar
60.3 O/D × 1.4 Welded P.E. 60.3 O/D × 1.6 Welded P.E. 60.3 O/D × 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. BS1387 50 NB Med P.E./S&S BS1387 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 BS1387 50 NB × 4.9 Ammonia BS3602 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 m2/m
Moment of Inertia I cm4
0.189 0.189 0.189 0.189 0.189 0.189
27.66 27.66 30.80 32.97 36.09 36.09
0.220 0.220 0.220 0.220
0.200
0.199 0.199 0.199 0.199 0.199 0.199 0.199
20.12 24.72 31.31 76.12
11.40 13.17 14.91 18.29 27.63 46.86 69.03
Please refer to Hollow Bar tables on page 53
3.44 4.27 5.50 15.58
2.35 2.73 3.11 3.86 6.06 11.33 20.02
Please refer to Hollow Bar tables on page 53
6.93 6.93 7.84 8.53 9.53 9.53
Please refer to DuraGal CHS tables on page 71 5.31 0.189 21.90 6.51 0.189 26.20 Please refer to DuraGal CHS tables on page 71
2.59 0.189 11.24 2.95 0.189 12.72 3.66 0.189 15.58 3.66 0.189 15.58 Please refer to DuraGal CHS tables on page 71 Please refer to Galtube CHS tables on page 73
Area
cm2
Surface
Area of Section
5.75 7.06 8.95 21.75
3.59 4.15 4.70 5.76 8.50 14.75 21.74
9.18 9.18 10.20 10.94 11.97 11.97
7.27 8.70
3.73 4.22 5.17 5.17
Modulus Z cm3
Elastic
2.41 2.41 2.38 2.21
2.20 2.20 2.19 2.18 2.13 2.03 1.86
2.00 2.00 1.98 1.97 1.95 1.95
2.03 2.01
2.08 2.08 2.06 2.06
Radius of Gyration r cm
150 150 150 235
-
150 150 150 150 195 195 235
241 240 195 245 241 240
195 195
150 150 150 350
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦ ✦ ✦
6.4
1.6 2.0 2.6 8.0
✦ 63.6
✦
✦ ✦
✦
✦ ✦
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
mm
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
Mass per Metre
Thickness
✦ 60.3
mm
Outside Diameter
275 275 275 410
-
275 275 275 275 320 320 410
414 415 320 410 414 415
320 320
275 275 275 430
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
6.4
8.5 12.0 15.0 17.5 20.0
9.0 12.0 15.0 17.5 20.0
1.6 2.0 2.0 2.6 2.6 2.6 3.2 3.6 4.0 4.0
✦ 76.3
80.0
85.0
December 2000
88.9
3.445 4.286 4.286 5.53 5.53 5.75 6.76 7.57 8.47 8.38
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
13.34 15.90 19.87 22.87 25.54
8.62 8.62 11.41
kg/m
Mass per Metre
88.9 O/D × 1.6 Welded P.E. 88.9 O/D × 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 × 3.6 Boiler BS3059 80 NB Med P.E. S & S BS1387 80 NB DuraGal Med P.E.
85 × 67 (Nom) TI6V Hollow Bar 85 × 61 (Nom) TI6V Hollow Bar 85 × 55 (Nom) TI6V Hollow Bar 85 × 50 (Nom) TI6V Hollow Bar 85 × 45 (Nom) TI6V Hollow Bar
80 × 63 (Nom) TI6V Hollow Bar 80 × 56 (Nom) TI6V Hollow Bar 80 × 50 (Nom) TI6V Hollow Bar 80 × 45 (Nom) TI6V Hollow Bar 80 × 40 (Nom) TI6V Hollow Bar
63.5 I/D × 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 × 3.2 Boiler BS3059 65 NB DuraGal Med P.E. 65 NB I.L.G Med FirePlus P.E. 65 NB Med P.E./S&S BS1387 65 NB Heavy P.E./S&S BS1387 65 NB × 4.9 Ammonia BS3602 76.1 O/D × 6.3 Boiler BS3059 76.1 O/D × 8.0 Boiler BS3059 76.1 O/D × 9.5 HFS BS3601 76.1 O/D × 12.5 HFS BS3601
75 × 60 (Nom) TI6V Hollow Bar 75 × 56 (Nom) TI6V Hollow Bar 75 × 50 (Nom) TI6V Hollow Bar 75 × 45 (Nom) TI6V Hollow Bar 75 × 40 (Nom) TI6V 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
Usual Sales Description
63.63 63.63 80.00
Moment of Inertia I cm4
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
Please refer to DuraGal CHS tables on page 71 9.65 0.279 88.00 10.80 0.279 97.70 Please refer to DuraGal CHS tables on page 71
4.39 0.279 41.82 5.46 0.279 51.57 5.46 0.279 51.57 Please refer to DuraGal CHS tables on page 71
Please refer to Hollow Bar tables on page 53
8.34 10.10 10.96 13.82 17.11 19.88 24.98
Please refer to Galtube CHS tables on page 73 Please refer to DuraGal CHS tables on page 71 7.45 0.239 49.70 Please refer to DuraGal CHS tables on page 71
Please refer to DuraGal CHS tables on page 71
Please refer to Hollow Bar tables on page 53
0.229 0.229 0.229
m2/m
cm2 11.00 11.00 14.53
Area
Surface
Area of Section
19.77 22.00
9.41 11.60 11.60
14.40 17.10 18.34 22.29 26.43 29.55 34.47
13.00
17.43 17.43 21.92
Modulus Z cm3
Elastic
3.02 3.00
3.09 3.07 3.07
2.57 2.54 2.53 2.48 2.42 2.39 2.29
2.58
2.41 2.41 2.35
Radius of Gyration r cm
195 195
150 150 350
-
195 195 245 195 195 235 235
195
241 240 240
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
✦ ✦
✦ ✦ ✦
✦
✦
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
76.1
5.16 5.16 7.01
✦ 73.0
7.5 9.5 12.5 15.0 17.5
mm
mm
75.0
Thickness
Outside Diameter
320 320
275 275 430
-
320 320 410 320 320 410 410
320
414 415 415
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
63
64
mm
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
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
mm
88.9
✦ 89.0
90.0
95.0
100.0
101.6
Dimensions and Properties Handbook
December 2000
106.0
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
19.53 22.95 26.23 31.49 35.49
13.04
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
× × × × × ×
× × × × ×
× × × × ×
106 106 106 106 106
× × × × ×
85 80 71 63 56
× × × × × × × × TI6V TI6V TI6V TI6V TI6V
Hollow Hollow Hollow Hollow Hollow
Bar Bar Bar Bar Bar
1.6 Welded P.E. 2.0 Welded P.E. 2.6 Welded P.E. 3.6 Boiler BS3059 6.3 HFS BS3601 8.0 Boiler BS3059 9.5 HFS BS3601 12.5 HFS BS3601
(Nom) (Nom) (Nom) (Nom) (Nom)
O/D O/D O/D O/D O/D O/D O/D O/D
Bar Bar Bar Bar Bar
Bar Bar Bar Bar Bar Bar
Bar Bar Bar Bar Bar
Hollow Hollow Hollow Hollow Hollow
Hollow Hollow Hollow Hollow Hollow Hollow
Hollow Hollow Hollow Hollow Hollow
TI6V TI6V TI6V TI6V TI6V
TI6V TI6V TI6V TI6V TI6V TI6V
TI6V TI6V TI6V TI6V TI6V
(Nom) (Nom) (Nom) (Nom) (Nom)
(Nom) (Nom) (Nom) (Nom) (Nom) (Nom)
(Nom) (Nom) (Nom) (Nom) (Nom)
80 75 71 63 56
75 69 67 63 56 50
71 67 63 56 50
101.6 101.6 101.6 101.6 101.6 101.6 101.6 101.6
100 100 100 100 100
95 95 95 95 95 95
90 90 90 90 90
76.2 I/D × 6.4 Int. Cylinder Finish
80 NB I.L.G Med FirePlus P.E. 80 NB UltraPipe C350LO AS1163 80 NB Heavy P.E./S&S BS1387 80 NB × 5.4 Ammonia BS3602 80 NB API Line pipe Sch 40 80 NB ASTM A106 Grade B Sch 40 80 NB UltraPipe C350LO AS1163 80 NB ASTM A106 Grade B Sch 80 88.9 O/D × 8.0 Boiler BS3059 88.9 O/D × 9.5 HFS BS3601 80 NB ASTM A106 Grade B Sch 160 88.9 O/D × 12.5 HFS 80 NB ASTM A106 Grade B Sch XXS
Usual Sales Description m2/m
Moment of Inertia I cm4
0.319 0.319 0.319 0.319 0.319 0.319 0.319 0.319
63.00 77.63 99.14 133.00 215.00 260.00 295.00 350.00
Please refer to Hollow Bar tables on page 53
5.02 6.26 8.09 11.08 18.86 23.52 27.49 34.99
Please refer to Hollow Bar tables on page 53
Please refer to UltraPipe tables on page 74 12.90 0.279 114 14.10 0.279 124 14.38 0.279 126 14.38 0.279 126 Please refer to UltraPipe tables on page 74 19.45 0.279 162 20.33 0.279 168 23.70 0.279 189
Area
cm2
Surface
Area of Section
3.53 3.52 3.50 3.47 3.38 3.32 3.27 3.18
2.89 2.87 2.82
36.47 37.79 42.61
12.37 15.28 19.52 26.23 42.33 51.08 57.98 69.69
2.98 2.95 2.96 2.96
Radius of Gyration r cm
25.60 27.90 28.27 28.27
Modulus Z cm3
Elastic
150 150 150 195 235 195 235 235
–
240 195 235
195 245 241 240
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦ ✦
✦ ✦ ✦
✦
✦
✦ ✦
Thickness
Outside Diameter
275 275 275 320 410 320 410 410
–
415 320 410
320 410 414 415
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
mm
11.0 13.5 16.0 20.5 24.5
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
12.5 15.0 17.5 22.5 27.0
6.30 9.50 12.50
mm
112.0
114.3
✦ 114.4
118.0
125.0
✦ 127.0 ✦ ✦
December 2000
18.8 27.5 35.3
36.68 42.05 47.82 58.57 67.12
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
29.06 33.88 39.04 47.63 54.37
kg/m
Mass per Metre
127.0 O/D × 6.3 HFS BS3601 127.0 O/D x 9.5 HFS BS3601 127.0 O/D x 12.5 HFS BS3601
125 × 100 (Nom) TI6V Hollow Bar 125 × 95 (Nom) TI6V Hollow Bar 125 × 90 (Nom) TI6V Hollow Bar 125 × 80 (Nom) TI6V Hollow Bar 125 × 71 (Nom) TI6V Hollow Bar
118 × 95 (Nom) TI6V Hollow Bar 118 × 90 (Nom) TI6V Hollow Bar 118 × 80 (Nom) TI6V Hollow Bar 118 × 71 (Nom) TI6V Hollow Bar 118 × 63 (Nom) TI6V Hollow Bar
101.6 I/D × 6.4 Int. Cylinder Finish
100 NB I.L.G FirePlus P.E. 100 NB H.D.G FirePlus G.B.E. 100 NB × 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 BS1387 100 NB DuraGal Med P.E. 100 NB I.L.G Med FirePlus P.E. 100 NB × 4.78 ASTM A106 Grade B 100 NB UltraPipe C350LO AS1163 100 NB Heavy P.E./S&S BS1387 100 NB × 5.4 Ammonia BS3602 100 NB UltraPipe C350LO AS1163 100 NB API Line pipe Sch 40 100 NB ASTM A106 Gr B Sch 40 114.3 O/D × 6.3 HFS BS3601 100 NB ASTM A106 Gr B Sch 80 114.3 O/D × 9.5 HFS BS3601 114.3 O/D × 12.5 HFS BS3601 100 NB ASTM A106 Gr B Sch 160 100 NB ASTM A106 Gr B Sch XXS
112 × 90 (Nom) TI6V Hollow Bar 112 × 85 (Nom) TI6V Hollow Bar 112 × 80 (Nom) TI6V Hollow Bar 112 × 71 (Nom) TI6V Hollow Bar 112 × 63 (Nom) TI6V Hollow Bar
Usual Sales Description m2/m
cm2
Moment of Inertia I cm4
23.89 35.07 44.96
0.399 0.399 0.399
436 609 746
Please refer to Hollow Bar tables on page 53
3.83 3.83 3.82 3.75 3.72 3.63
52.68 52.68 54.72 70.00 75.75 91.98
4.27 4.17 4.07
3.86 3.86
47.90 47.90
68.70 95.93 117.00
3.88
3.89
3.93
Radius of Gyration r cm
43.23
40.80
15.40 0.359 233 Please refer to DuraGal CHS tables on page 71 16.44 0.359 247 Please refer to UltraPipe tables on page 74 18.40 0.359 274 18.40 0.359 274 Please refer to UltraPipe tables on page 74 20.48 0.359 301 20.48 0.359 301 21.38 0.359 313 28.43 0.359 400 31.27 0.359 433 39.98 0.359 526
30.01
Modulus Z cm3
Elastic
11.10 0.359 171 Please refer to DuraGal CHS tables on page 71
Please refer to Hollow Bar tables on page 53
Area
Surface
Area of Section
235 235 235
–
241 240 235 240 235 235
195 245
240
195
241
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦ ✦
✦
✦
✦
✦
Thickness
Outside Diameter
410 410 410
–
414 415 410 415 410 410
320 410
415
320
414
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
65
66
4.88 5.40 5.40 6.30 12.50 19.00
139.7
Dimensions and Properties Handbook
December 2000
6.3 9.5 12.5 19.0 25.0
14.0 19.0 24.0 30.0 32.5 35.0
✦ 152.4 ✦ ✦ ✦ ✦
160.0
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
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
kg/m
Mass per Metre
160 × 132 (Nom) TI6V Hollow Bar 160 × 122 (Nom) TI6V Hollow Bar 160 × 112 (Nom) TI6V Hollow Bar 160 × 100 (Nom) TI6V Hollow Bar 160 × 95 (Nom) TI6V Hollow Bar 160 × 90 (Nom) TI6V Hollow Bar
152.4 O/D × 6.3 HFS BS3601 152.4 O/D × 9.5 HFS BS3601 152.4 O/D × 12.5 HFS BS3601 152.4 O/D × 19.0 HFS BS3601 152.4 O/D × 25.0 HFS BS3601
150 × 125 (Nom) TI6V Hollow Bar 150 × 122 (Nom) TI6V Hollow Bar 150 × 118 (Nom) TI6V Hollow Bar 150 × 106 (Nom) TI6V Hollow Bar 150 × 95 (Nom) TI6V Hollow Bar 150 × 84 (Nom) TI6V Hollow Bar 150 × 80 (Nom) TI6V Hollow Bar
142.8 O/D × 7.9 Int. Cylinder Finish
125 NB × 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 × 112 (Nom) TI6V Hollow Bar 140 × 106 (Nom) TI6V Hollow Bar 140 × 100 (Nom) TI6V Hollow Bar 140 × 90 (Nom) TI6V Hollow Bar 140 × 80 (Nom) TI6V Hollow Bar
125 NB Med P.E./S&S AS1074 125 NB Heavy P.E./S&S AS1074 125 NB × 5.4 Ammonia BS3602 139.7 O/D × 6.3 HFS BS3601 139.7 O/D × 12.5 HFS BS3601 139.7 O/D × 19.0 HFS BS3601
132 × 106 (Nom) TI6V Hollow Bar 132 × 98 (Nom) TI6V Hollow Bar 132 × 90 (Nom) TI6V Hollow Bar 132 × 80 (Nom) TI6V Hollow Bar 132 × 71 (Nom) TI6V Hollow Bar
Usual Sales Description m2/m
cm2
Moment of Inertia I cm4
0.439 0.439 0.439 0.439 0.439 0.439
470 513 513 588 1020 1345
0.444 0.444 0.444
329 630 630
0.479 0.479 0.479 0.479 0.479
773 1093 1355 1807 2108
Please refer to Hollow Bar tables on page 53
28.91 42.65 54.93 80.00 100.00
Please refer to Hollow Bar tables on page 53
13.80 27.73 27.73
Please refer to Hollow Bar tables on page 53
20.70 22.70 22.70 26.40 49.95 72.05
Please refer to Hollow Bar tables on page 53
Area
Surface
Area of Section
101 143 178 237 276
46.60 89.29 89.29
67.30 73.50 73.50 84.27 146 192
Modulus Z cm3
Elastic
5.17 5.06 4.96 4.76 4.59
4.88 4.77 4.77
4.77 4.75 4.75 4.72 4.52 4.32
Radius of Gyration r cm
235 235 235 235 235
–
241 241 240
– – 245 235 235 235
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
7.9
12.5 14.0 16.0 22.0 27.5 33.0 35.0
150.0
3.18 6.55 6.55 9.53
141.3
✦ 142.8
✦
14.0 17.0 20.0 25.0 30.0
13.0 17.0 21.0 26.0 30.5
132.0
140.0
mm
mm
✦ ✦ ✦ ✦
Thickness
Outside Diameter
410 410 410 410 410
–
414 414 415
325 325 410 410 410 410
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
mm
2.5 3.4 3.4 4.88 5.40 5.40 12.50
6.4
7.9
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
mm
✦ 165.1
✦ 165.2
168.2
168.3
170.0
180.0
190.0
December 2000
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
31.23
25.06
10.00 14.00 14.00 19.20 21.30 21.30 47.00
kg/m
Mass per Metre
190 190 190 190 190
180 180 180 180 180 180
170 170 170 170 170
150 150 150 150 150 150 150 150 150 150 150 150 150 150
× × × × ×
× × × × × ×
× × × × ×
160 155 150 132 118
150 146 140 125 112 100 (Nom) (Nom) (Nom) (Nom) (Nom)
(Nom) (Nom) (Nom) (Nom) (Nom) (Nom)
(Nom) (Nom) (Nom) (Nom) (Nom)
TI6V TI6V TI6V TI6V TI6V
TI6V TI6V TI6V TI6V TI6V TI6V
TI6V TI6V TI6V TI6V TI6V
Hollow Hollow Hollow Hollow Hollow
Hollow Hollow Hollow Hollow Hollow Hollow
Hollow Hollow Hollow Hollow Hollow
Bar Bar Bar Bar Bar
Bar Bar Bar Bar Bar Bar
Bar Bar Bar Bar Bar
× 3.18 API Line pipe × 4.78 API Line pipe × 4.78 ASTM A106 Grade B UltraPipe C350LO AS1163 × 5.0 ASTM A106 Grade B × 6.35 ASTM A106 Grade B UltraPipe C350LO AS1163 UltraPipe C350LO AS1163 API Line pipe Sch 40 ASTM A106 Gr B Sch 40 ASTM A106 Gr B Sch 80 ASTM A106 Gr B Sch 120 ASTM A106 Gr B Sch 160 ASTM A106 Gr B Sch XXS
140 130 118 110 100
NB NB NB NB NB NB NB NB NB NB NB NB NB NB
152 I/D × 7.9 Int. Cylinder Finish
152 I/D × 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 AS1074 150 NB Heavy P.E./S&S AS1074 150 NB × 5.4 Ammonia BS3602 165.1 O/D × 12.5 HFS BS3601
Usual Sales Description
0.519 0.519 0.519 0.519
24.50 27.00 27.00 59.93
788 863 863 1756
422
Moment of Inertia I cm4
0.529 0.529 0.529
1170 1170 1690
Please refer to Hollow Bar tables on page 53
36.00 36.00 54.20
16.49 0.529 562 24.55 0.529 821 24.55 0.529 821 Please refer to UltraPipe tables on page 74 25.65 0.529 856 32.60 0.529 1070 Please refer to UltraPipe tables on page 74
0.519
m2/m
cm2 12.80
Area
Surface
Area of Section
Elastic
139 139 201
102 127
66.8 97.6 97.6
95.50 104 104 213
51.10
Modulus Z cm3
5.70 5.70 5.59
5.77 5.73
5.83 5.78 5.78
5.67 5.65 5.65 5.41
5.75
Radius of Gyration r cm
Yield
241 240 240
240 240
241 241 240
–
–
– – 245 235
350
Stress min MPa
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦ ✦
✦ ✦
✦ ✦
Thickness
Outside Diameter
414 415 415
415 415
414 414 415
–
–
325 325 410 410
430
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
67
68
mm
7.1 12.5
20.0 30.0
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
4.78 6.35 6.35 7.92 9.52 9.52 10.31 12.7 17.48
6.4 9.5 12.7
mm
✦ 193.7 ✦
200.0
✦ 219.1
273.0
273.1
✦ 323.8
323.9
Dimensions and Properties Handbook
December 2000
50.1 73.7 97.5
131.90
37.53 49.40 49.40 61.69 73.70 73.70 79.65
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
300 NB UltraPipe C350LO AS1163 300 NB UltraPipe C350LO AS1163 300 NB UltraPipe C350LO AS1163
300 NB × 4.78 API Line pipe 300 NB API Line pipe Sch 20 300 NB ASTM A106 Grade B Sch 20 300 NB × 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
250 NB UltraPipe C350LO AS1163 250 NB UltraPipe C350LO AS1163 250 NB UltraPipe C350LO AS1163 250 NB UltraPipe C350LO AS1163
250 NB × 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 AS1163 200 NB × 4.78 API Line pipe 200 NB UltraPipe C350LO AS1163 200 NB API Line pipe Sch 20 200 NB ASTM A106 Grade B Sch 20 200 NB UltraPipe C350LO AS1163 200 NB API Line pipe Sch 40 200 NB ASTM A106 Grade B Sch 40 200 NB UltraPipe C350LO AS1163 200 NB API Line pipe Sch 80 200 NB ASTM A106 Grade B Sch 80 200 NB ASTM A106 Grade B Sch 120
200 × 160 (Nom) TI6V Hollow Bar 200 × 140 (Nom) TI6V Hollow Bar
193.7 O/D × 7.1 HFS BS3601 193.7 O/D × 12.5 HFS BS3601
Usual Sales Description
1814 2934
Moment of Inertia I cm4
0.858 0.858 0.858 0.858 0.858 0.858 0.858
3623 4745 4745 6626 6626 8824 10200
1.02
1.02 1.02 1.02 1.02 1.02 1.02 1.02
19790
6096 7989 7989 9809 11600 11600 12490
Please refer to UltraPipe tables on page 74
168
47.9 63.4 63.4 78.6 93.8 93.8 102
Please refer to UltraPipe tables on page 74
40.28 53.20 53.20 76.70 76.70 104.0 122.0
20.40 0.688 1190 Please refer to UltraPipe tables on page 74 32.30 0.688 1860 Please refer to UltraPipe tables on page 74 42.44 0.688 2403 42.44 0.688 2403 Please refer to UltraPipe tables on page 74 54.20 0.688 3018 54.20 0.688 3018 Please refer to UltraPipe tables on page 74 82.60 0.688 4412 82.60 0.688 4412
Please refer to Hollow Bar tables on page 53
0.608 0.608
m2/m
cm2 41.60 71.16
Area
Surface
Area of Section
1220
377 494 494 606 717 717 771
265 347 347 485 485 646 747
10.8
11.3 11.3 11.3 11.2 11.1 11.1 11.0
9.48 9.42 9.42 9.32 9.32 9.22 9.13
7.32 7.32
401 401
7.53 7.53
219 219 7.47 7.47
7.58
169
275 275
7.64
6.60 6.42
Radius of Gyration r cm
109
187 303
Modulus Z cm3
Elastic
240
241 241 240 240 241 240 240
241 241 240 241 240 240 240
241 240
241 240
241 240
241
350
235 235
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
✦
Thickness
Outside Diameter
415
414 414 415 415 414 415 415
414 414 415 414 415 415 415
414 415
414 415
414 415
414
430
410 410
Ultimate Tensile Strength min MPa
T&P
TUBE AND PIPE
December 2000
mm
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
mm
355.6
406.4
457.0
508.0
79.17 117.06
71.1 105 139
93.21 63.1 93.0 93.0 62.62 123
63.1 93.0 81.1 81.81 107 107.38
kg/m
Mass per Metre
500 NB API Line pipe Sch 10 500 NB API Line pipe Sch STD
450 NB UltraPipe C350LO AS1163 450 NB UltraPipe C350LO AS1163 450 NB UltraPipe C350LO AS1163
400 NB API Line pipe Sch 10 400 NB UltraPipe C350LO AS1163 400 NB UltraPipe C350LO AS1163 400 NB ASTM A106 Grade B Sch 30 400 NB API Line pipe Sch STD 400 NB UltraPipe C350LO AS1163
350 NB UltraPipe C350LO AS1163 350 NB UltraPipe C350LO AS1163 350 NB ASTM A106 Grade B Sch 30 350 NB API Line pipe Sch STD 350 NB UltraPipe C350LO AS1163 350 NB ASTM A106 Grade B Sch XS
Usual Sales Description m2/m
Moment of Inertia I cm4
1.12
15500
1.28
23300
Please refer to UltraPipe tables on page 74
Please refer to UltraPipe tables on page 74
118
Please refer to UltraPipe tables on page 74
Please refer to UltraPipe tables on page 74
103
Please refer to UltraPipe tables on page 74
Area
cm2
Surface
Area of Section
1150
871
Modulus Z cm3
Elastic
14.0
12.2
Radius of Gyration r cm
240
240
Stress min MPa
Yield
✦ These items are not commonly stocked, they are available on request. Minimum order quantities may apply. Please contact your local Steel & Tube branch.
Thickness
Outside Diameter
415
415
Ultimate Tensile Strength min MPa
T&P TUBE AND PIPE
Dimensions and Properties Handbook
69
70
Dimensions and Properties Handbook
December 2000
5.03
4.37
3.56
3.79
3.09
2.93
2.41
1.87
1.56
3.6 CHS
48.3 × 4.0 CHS
3.2 CHS
42.4 × 4.0 CHS
3.2 CHS
33.7 × 4.0 CHS
3.2 CHS
26.9 × 3.2 CHS
2.6 CHS
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
0.519
per m m2/m
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
per t m2/t
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
do t
Gross
198
238
307
373
394
483
453
557
641
789
820
1010
1070
1320
1550
1850
2120
2280
2510
2710
Section Area Ag mm2
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
I 106mm4
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
Z 103mm3
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
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
r mm
S 103mm3
About any axis
Properties
t
Torsion
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
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
Modulus
Torsion
y
y
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
Factor
Form
x
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
Compactness(3) (C,N,S)
About any axis
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
Ze 103mm3
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; = Non-compact Section; S = Slender Section; as defined in AS 4100.
6.19
60.3 × 4.5 CHS
10.3
88.9 × 5.0 CHS
6.44
12.2
4.5 CHS
3.6 CHS
14.5
114.3 × 5.4 CHS
7.95
16.6
5.0 CHS
76.1 × 4.5 CHS
17.9
139.7 × 5.4 CHS
8.38
19.7
4.0 CHS
21.3
kg/m
per metre
5.0 CHS
t mm
External
Surface Area
Mass
165.1 × 5.4 CHS
do mm
Designation
Dimension and Ratios
Grade C250L0 (AS 1163)
Dimensions and Properties
Circular Hollow Sections
do
CHS
CIRCULAR HOLLOW SECTIONS
December 2000
(1)
(1)
(1)
(1)
(1)
1.56
2.41
3.09
3.56
5.03
6.44
8.38
12.2
Mass per metre kg/m
0.0845
0.106
0.133
0.152
0.189
0.239
0.279
0.359
per m m2/m
56.2
45.9
45.0
44.6
39.2
38.2
34.2
31.1
per t m2/t
External Surface Area
10.8
11.0
13.9
15.8
17.5
21.7
22.8
26.9
do t
192
294
377
434
616
798
1040
1470
Full Section Area Af mm2
0.0144
0.0348
0.0734
0.111
0.250
0.527
0.943
2.23
Ix 106mm4
1.07
2.07
3.46
4.62
8.29
13.9
21.2
39.0
Zx 103mm3
1.49
2.87
4.73
6.25
11.2
18.5
28.2
51.5
Sx 103mm3
About any axis
8.67
10.9
14.0
16.0
20.1
25.7
30.1
38.9
rx mm
t
0.0288
0.0697
0.147
0.223
0.500
1.05
1.89
4.46
J 106mm4
Torsion Constant
Effective Section Properties
do
2.14
4.13
6.93
9.23
16.6
27.7
42.4
78.0
C 103mm3
Torsion Modulus
x
192
294
377
434
616
798
1040
1470
Effective Section Area Ae mm2
y
y
0.0144
0.0348
0.0734
0.111
0.250
0.527
0.943
2.23
Ixe 106mm4
1.34
2.58
4.33
5.77
10.4
17.3
26.5
48.7
Zxe 103mm3
About any axis
Effective Section Properties
x
Notes: 1. In this table, the properties of the products are calculated in accordance with AS/NZS 4600 using design yield stress fy = 300 MPa and design tensile strength fu = 350 MPa. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Nominal Mass per m” and “External Surface area per t”) are calculated using design thicknesses of 2.5mm, 3.05mm, 3.45mm or 3.5mm, 3.9mm and 4.25mm rather than the thicknesses t of 2.6mm, 3.2mm, 3.6mm, 4.0mm and 4.5mm. This is to comply with clause 1.5.1.6 of AS/NZS 4600. 4. DuraGal CHS is not made strictly in accordance with AS 1163. Care should be used when designing structures using these products.
26.9 × 2.6
33.7 × 3.2
42.4 × 3.2
48.3 × 3.2
60.3 × 3.6
76.1 × 3.6
(1)
88.9 × 4.0
(1)
(1)
t mm
114.3 × 4.5
do mm
Designation
Dimension and Ratios
Grade C300L0 (Generally in accordance with AS 1163)
Dimensions and Properties
DuraGal Circular Hollow Sections
DuraGal® Profiles
DURAGAL® CHS
Dimensions and Properties Handbook
71
72
0.279
0.279
0.239
0.239
6.76
5.53
5.75
88.9 × 3.2 CHS
2.6 CHS
76.1 × 3.2 CHS
Dimensions and Properties Handbook
December 2000
0.0669
0.0845
0.0845
0.152
0.152
0.189
70.3
68.8
60.6
67.7
53.1
66.8
52.2
58.2
46.7
57.6
46.1
57.1
41.6
50.5
41.3
41.0
36.5
per t m2/t
10.7
13.5
11.7
16.9
13.0
21.2
16.3
21.0
16.7
26.2
20.8
33.1
23.8
34.2
27.8
35.7
31.8
do t
121
156
178
199
254
254
325
332
414
419
523
533
733
705
862
1120
1250
Gross Section Area Ag mm2
0.00571
0.0122
0.0136
0.0251
0.0309
0.0519
0.0646
0.0881
0.107
0.177
0.216
0.363
0.488
0.657
0.792
1.72
1.92
I 106mm4
0.536
0.907
1.01
1.49
1.84
2.45
3.05
3.65
4.43
5.85
7.16
9.55
12.8
14.8
17.8
30.2
33.6
Z 103mm3
0.748
1.24
1.40
2.01
2.52
3.27
4.12
4.87
5.99
7.74
9.56
12.5
17.0
19.4
23.5
39.5
44.1
S 103mm3
About any axis r mm
6.86
8.83
8.74
11.2
11.0
14.3
14.1
16.3
16.1
20.5
20.3
26.1
25.8
30.5
30.3
39.3
39.2
Properties
0.0114
0.0244
0.0271
0.0502
0.0619
0.104
0.129
0.176
0.214
0.353
0.432
0.727
0.976
1.31
1.58
3.45
3.84
J 106mm4
Torsion Constant
do
t
1.07
1.81
2.02
2.98
3.67
4.90
6.10
7.30
8.86
11.7
14.3
19.1
25.6
29.6
35.6
60.4
67.2
C 103mm3
Torsion Modulus
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
kf
Form Factor
y
y
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
N
C
Compactness(3) (C,N,S)
0.748
1.24
1.40
2.01
2.52
3.27
4.12
4.87
5.99
7.74
9.56
12.5
17.0
19.4
23.5
39.5
44.1
Ze 103mm3
About any axis
Properties for Design to AS 4100
x
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. Grade C350L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. These products have a minimum specified elongation as a proportion of Gauge Length of 15% compared to the AS 1163 Grade C350 CHS requirement of a minimum elongation of 20%.
0.952
21.3 × 2.0 CHS
Notes: 1. 2. 3. 4.
1.23
2.0 CHS
0.106
1.99
1.99
2.0 CHS
33.7 × 2.6 CHS
1.56
2.55
42.4 × 2.6 CHS
1.40
2.61
2.3 CHS
2.0 CHS
0.133
0.106
3.25
48.3 × 2.9 CHS
26.9 × 2.3 CHS
0.133
3.29
2.3 CHS
0.189
4.19
4.11
2.3 CHS
60.3 × 2.9 CHS
0.359
8.77
0.359
9.83
per m m2/m
External Surface Area
3.2 CHS
t mm
Mass per metre kg/m
114.3 × 3.6 CHS
do mm
Designation
Dimension and Ratios
Grade C350L0 (Generally in accordance with AS 1163)
Dimensions and Properties
DuraGal Circular Hollow Sections
DuraGal® Profiles
DURAGAL® CHS
4.71
3.29
76.1 × 2.6 CHS(1)
60.3 × 2.3 CHS(1)
1.99
1.56
1.23
(1)
33.7 × 2.0 CHS(1)
(1)
December 2000
External
0.0845
0.106
0.133
0.152
0.189
0.239
per m m2/m
68.8
67.7
66.8
58.2
57.6
50.7
per t m2/t
Surface Area
14.2
17.7
22.3
22.0
27.4
30.4
do t
Full
149
190
242
319
402
578
Section Area Af mm2
0.0117
0.0241
0.0497
0.0848
0.170
0.392
I 106mm4
0.872
1.43
2.34
3.51
5.63
10.3
Z 103mm3
1.19
1.92
3.12
4.68
7.43
13.5
t
8.86
11.3
14.3
16.3
20.6
26.0
r mm
S 103mm3
About any axis
Full Section Properties
do
0.0235
0.0482
0.0993
0.170
0.339
0.784
106mm4
J
Constant
Torsion
x
1.74
2.86
4.69
7.03
11.3
20.6
103mm3
C
Modulus
Torsion
y
y
149
190
242
319
402
578
mm
Ae
Section Area
Effective
x
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
Ze 103mm3
About any axis
Effective Section Properties
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. 2. Effective section properties are calculated in accordance with AS/NZS 4600. 3. All columns of the table (except for “Nominal Mass per m” 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.
26.9 × 2.0 CHS
42.4 × 2.0 CHS
2.61
(1)
48.3 × 2.3 CHS
do mm
t mm
Mass
per metre kg/m
Designation
Dimension and Ratios
Grade C350L0 (Tubeline 350L0 – Type 1)
Dimensions and Properties
Galtube Plus Circular Hollow Sections
Galtube Plus
CIRCULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
73
74
t mm
December 2000
1.02
1.02
97.5
73.7
50.1
81.6
60.5
42.1
31.8
323.9 × 12.7 CHS
9.5 CHS
Dimensions and Properties Handbook
6.4 CHS
273.1 × 12.7 CHS
9.3 CHS
6.4 CHS
4.8 CHS
27.0
20.4
14.2
10.5
20.3
13.8
10.4
20.3
13.8
10.4
20.2
13.7
10.4
20.2
13.7
10.3
per t m2/t
56.9
42.7
29.4
21.5
50.6
34.1
25.5
55.6
37.4
28.0
63.5
42.8
32.0
71.4
48.1
36.0
do t
4050
5360
7710
10400
6380
9380
12400
7020
10300
13700
8040
11800
15700
9060
13400
17700
Gross Section Area Ag mm2
36.4
47.7
67.1
88.3
80.5
116
151
107
155
201
161
233
305
230
334
438
I 106mm4
267
349
492
646
497
717
930
602
871
1130
792
1150
1500
1010
1460
1920
Z 103mm3
346
455
647
862
645
939
1230
781
1140
1490
1020
1500
1970
1300
1900
2510
S 103mm3
About any axis
Properties
94.9
94.3
93.3
92.2
112
111
110
123
122
121
141
140
139
159
158
157
r mm
72.8
95.4
134
177
161
232
301
214
310
403
322
467
609
460
669
876
J 106mm4
Torsion Constant
do
533
699
983
1290
994
1430
1860
1200
1740
2260
1580
2300
3000
2010
2930
3830
C 103mm3
Torsion Modulus
t
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.960
1.00
1.00
0.904
1.00
1.00
kf
Form Factor
x
x
79.7
59.7
41.1
30.1
70.9
47.7
35.7
77.8
52.4
39.2
88.9
59.9
44.8
100
67.3
50.4
ls
N
N
C
C
N
C
C
N
N
C
N
N
C
N
N
N
312
441
647
862
601
939
1230
710
1130
1490
895
1450
1970
1090
1790
2500
Compactness(3) Ze (C,N,S) 103mm3
About any axis
Properties For Design To AS 4100
y
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.
0.858
0.858
0.858
0.858
1.02
1.12
55.1
6.4 CHS
1.12
81.1
1.12
1.28
1.28
1.28
1.44
1.44
1.44
per m m2/m
External Surface Area
9.5 CHS
107
63.1
6.4 CHS
355.6 × 12.7 CHS
93.0
9.5 CHS
123
71.1
406.4 × 12.7 CHS
105
6.4 CHS
139
kg/m
Mass per metre
9.5 CHS
457.0 × 12.7 CHS
do mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
UltraPipe Circular Hollow Sections
UP
ULTRAPIPE CIRCULAR HOLLOW SECTIONS
t mm
0.359
0.359
21.2
28.2
25.6
19.4
16.0
13.0
11.3
9.96
4.0 CHS
168.3 × 7.1 CHS
6.4 CHS
4.8 CHS
December 2000
114.3 × 6.0 CHS
4.8 CHS
88.9 × 5.5 CHS
4.8 CHS
28.1
24.7
27.7
22.4
27.3
20.7
18.7
32.4
27.1
20.5
16.1
per t m2/t
18.5
16.2
23.8
19.1
35.1
26.3
23.7
54.8
45.6
34.2
26.7
do t
1270
1440
1650
2040
2470
3260
3600
2700
3230
4280
5430
Gross Section Area Ag mm2
1.12
1.26
2.48
3.00
8.25
10.7
11.7
15.6
18.6
24.2
30.3
I 106mm4
25.3
28.3
43.4
52.5
98.0
127
139
143
169
221
276
Z 103mm3
34.0
38.3
57.6
70.4
128
168
185
185
220
290
365
S 103mm3
About any axis
Properties
29.8
29.6
38.8
38.3
57.8
57.3
57.0
76.1
75.8
75.2
74.6
r mm
2.25
2.52
4.96
6.00
16.5
21.4
23.4
31.3
37.1
48.4
60.5
J 106mm4
Torsion Constant
do
50.6
56.6
86.8
105
196
254
278
286
339
442
552
C 103mm3
Torsion Modulus
t
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
x
x
25.9
22.6
33.3
26.7
49.1
36.8
33.2
76.7
63.9
47.9
37.4
ls
C
C
C
C
C
C
C
N
N
C
C
34.0
38.3
57.6
70.4
128
168
185
169
210
290
365
Compactness(3) Ze (C,N,S) 103mm3
About any axis
Properties For Design To AS 4100
y
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.
0.279
0.279
0.529
0.529
0.529
0.688
0.688
25.4
4.8 CHS
0.688
0.688
per m m2/m
External Surface Area
33.6
42.6
kg/m
Mass per metre
6.4 CHS
219.1 × 8.2 CHS
do mm
Designation
Dimension and Ratios
Grade C350L0 (AS 1163)
Dimensions and Properties
UltraPipe Circular Hollow Sections
UP
ULTRAPIPE CIRCULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
75
76
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.)
•
December 2000
Gas and combustible liquids not covered above
Any other liquids not covered above
3
4
Dimensions and Properties Handbook
2
3
4
Flammable Toxic HHT* (includes steam and cryogenic)
Combustible liquids
Any other liquids not above
HHT* Harmful to Human Tissues
1
Fluid
Lethal
Liquid
Flammable Toxic HHT*
Lethal
Gas
—
Yes
Yes
Yes
Yes
1
Water and other safe fluids.
Yes
10MPa (gas) Yes (liquid)
Yes 10MPa
No
2A
Class
Yes
No
No
No
2P
Argon, neon, nitrogen, air, fuel oil, crude oil, machine oil
Yes
Yes
Yes 2MPa max DN150
No
3
Steam, petroleum, methane, aviation fuel, chlorine, C02, cryogenic fluids
Carbonyl chloride, cyanogen, hydrocyanic acid, xylyl bromide.
Any other gases not above
AS 4041 Table 1.4 Classes for Fluids
HHT* Harmful to Human Tissues
Flammable, toxic HHT*
2
Type
Lethal fluids
1
Fluid
Example
Structural and architectural uses in buildings and bridges.
•
Fluid Type Examples
Pipelines for gas and liquid petroleum.
ULTRAPIPE CIRCULAR HOLLOW SECTIONS
•
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.
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 joined 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
December 2000
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
MDMT˚C
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 100˚C
156 0.925 1 1
Fluid 1
176 0.925 1 1
156 0.925 1 1
Fluid 3 176 0.925 1 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
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
100˚C
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 100˚C
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
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
100˚C
156 0.925 1 1
Fluid 4 176 0.925 1 1
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 joint factor e
Class 1 – 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
-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
MDMT˚C
156 0.925 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
Ambient 100˚C
176 0.925 1 1
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
Gas 156 0.925 1 1
Fluid 3 Gas 176 0.925 1 1
Liquid 156 0.925 1 1
Fluid 3 Liquid 176 0.925 1 1
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
10.0 6.9 4.6
8.3 6.2 4.1
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
Ambient 100˚C
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 100˚C
Maximum Operating Temperature
156 0.925 1 1
Ambient 100˚C
176 0.925 1 1
Fluid 2
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 joint factor e
Fluid 1
156 0.925 1 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 100˚C
176 0.925 1 1
Fluid 4
Class 2A – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
ULTRAPIPE CIRCULAR HOLLOW SECTIONS
Dimensions and Properties Handbook
77
78
Dimensions and Properties Handbook
December 2000
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
MDMT˚C
99˚C
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
208 0.925 1 1
Fluid 3 176 0.925 1 1
99˚C
This class is not suitable for fluid 2
This class is not suitable for fluid 2
Ambient
99˚C
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
156 0.925 1 1
Fluid 1
176 0.925 1 1
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
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 99˚C
156 0.925 1 1
Fluid 4 208 0.925 1 1
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
-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
MDMT˚C
100˚C
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 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
100˚C
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
100˚C
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.
WT
OD
Design Strength Mpa f Thickness tolerance factor Piping class factor M Weld joint 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
100˚C
156 0.925 0.6 1
Fluid 4
Class 3 – 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 joint factor e
Class 2P – AS 4041 Maximum operating pressures in MPa for UltraPipe
UP
CCI CONVERSION AND COMPARISON INFORMATION
Conversion and Comparison Information ISO Metric Bolts Mild Steel Hexagon Class 4.6 (Commercial Quality) Minimum Tensile Strength 400 MPa. Dimensions: to AS1111-1980 Nuts to AS1112-1980. Finishes: Black (Self Colour) Zinc Plated in M6, M8, M10 diameters up to 150mm in length. Hot dipped galvanised in lengths over 150mm and in M8-M36 inclusive.
Nominal Size
M6 M8 M10 M12 M16 M20 M24 M30 M36
D Diameter of Unthreaded Shank mm max min 6.48 8.58 10.58 12.70 16.70 20.84 24.84 30.84 37.00
5.52 7.42 9.42 11.30 15.30 19.16 23.16 29.16 35.00
A Width across flats mm max min 10.00 13.00 16.00 18.00 24.00 30.00 36.00 46.00 55.00
B Head Thickness mm max
C Nut Thickness mm max
4.38 5.68 6.85 7.95 10.75 13.40 15.90 19.75 23.55
5.2 6.8 8.4 10.8 14.8 18.0 21.5 25.6 31.0
9.64 12.57 15.57 17.57 23.16 29.16 35.00 45.00 53.80
T Thread Length
Stock Lengths mm
bolt length uti. 125 mm 2D + 6 mm Over 125 mm uti. 200 mm 2D + 12 mm Over 200 mm 2D + 12 mm
12–120 20–150 20–300 25–500 35–400 40–400 45–500 75–500 Custom made
Mild Steel Hexagon ISO METRIC Class 4.6
Size mm
Stress Area mm
Proof Load N
M6 M8 M10 M12 M16 M20 M24 M30 M36
20.1 36.6 58.0 84.3 157 245 353 561 816
4462 8125 12876 18714 34854 54390 78366 124542 181374
Breaking Load N 7899 14384 22794 33130 61701 96285 138729 220473 321081
Approx. Single Shear on Unthreaded Portion (based on 75T) N 8334 14816 23150 33335 59263 92598 133345 208358 300020
Torque to Proof Load Nm
Induced Bolt Preload Corresponding 65% Proof Load N
4 8 16 38 74 132 309 605 806
2900 5281 8369 12164 22655 35353 50938 80952 117893
Dimensions and Properties Handbook December 2000
79
CCI CONVERSION AND COMPARISON INFORMATION
High Tensile Hexagon Class 8.8 Minimum Tensile Strength 800 MPa Dimensions: AS1110: 1980 Finishes: Black, Oiled, finish: Zinc plated (Coating thickness 0.005-0.007mm)
Nominal Size
M6 M8 M10 M12 M16 M20 M24
D Diameter of Unthreaded Shank mm max min 6.00 8.00 10.00 12.00 16.00 20.00 24.00
5.82 7.78 9.78 11.73 15.73 19.67 23.67
A Width across flats mm max min 10.00 13.00 16.00 18.00 24.00 30.00 36.00
9.78 12.73 15.73 17.73 23.67 29.67 35.38
B Head Thickness mm nom
C Nut Thickness mm nom
4.00 5.30 6.40 7.50 10.00 12.50 15.00
5.20 6.80 8.40 10.80 14.80 18.00 21.50
T Thread Length
Stock Lengths mm
uti. 125 mm 2D + 6 mm Over 125 mm uti. 150 mm 2D + 12 mm
16–75 16–75 20–90 25–120 35–150 40–150 45–200
All bolts are threaded ISO Coarse to AS1275-1972 (BS3643-1967)
High Tensile Hexagon ISO METRIC Class 8.8
Size mm
Stress Area mm
M6 M8 M10 M12 M16 M20 M24
20.1 36.6 58.0 84.3 157 245 353
Proof Load N 11477 20898 33118 48135 89647 139895 201563
Head Markings: eg: 4.6 Class 4 = 400
Breaking Load N
Approx. Single Shear on Unthreaded Portion (based on 75T) N
Torque to Proof Load Nm
15778 28731 45530 66175 123245 192325 277105
16646 29593 46240 66586 118375 184961 266344
9 22 43 75 186 365 815
Induced Bolt Preload Corresponding 65% Proof Load N 7460 13584 21526 31288 58270 90932 131016
6 = 60% of 400 = Yield
For bolts with special surface finishes, and lubrication conditions other than standard blackened finish, these are factors by which the various torque figures should be multiplied. This will correct the effect of different coefficients of friction owing to different lubricants. Surface Condition Hot dipped galvanised, Degreased Lightly oiled Zinc Plated, Degreased Lightly oiled Standard Finish, Heavily greased
Factor 2.1 1.1 1.9 0.9 0.7
Dimensions and Properties Handbook 80
December 2000
CCI CONVERSION AND COMPARISON INFORMATION
Useful Equivalents One U.K. gallon
= = = = =
277.42 cubic in 0.160544 cubic ft 10 lb of water at 62˚F 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
lbf/in2
= = = = = =
2.30667 feet head 6.89476 kN/m2 0.0689476 bars 0.07031 kgf/cm2 0.06805 atm 0.7031 metres head
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
Dimensions and Properties Handbook December 2000
81
CCI CONVERSION AND COMPARISON INFORMATION
Imperial to Metric Conversion Factors Units
Imperial
Metric
Imperial to Metric Conversion
Length
inch foot foot yard mile mile
millimetre millimetre metre metre metre kilometre
1 in = 25.40 mm 1 ft = 304.8 mm 1 ft = 0.3048 m 1 yd = 0.9144 m 1 mile = 1609 m 1 mile = 1.609 km
Area
square inch square foot square foot square yard
square millimetre square millimetre square metre square metre
1 in2 = 645.2 mm2 1 ft2 = 92900 mm2 1 ft2 = 0.09290 m2 1 yd2 = 0.8361 m2
Liquid
gallon (UK)
litre
1 gal = 4.546 litre
Volume
cubic inch
cubic millimetre
1 in3 = 16387 mm3
cubic foot
cubic metre
1 ft3 = 0.02832 m3
cubic yard
cubic metre
1 yd3 = 0.7646 m3
ounce pound hundredweight ton ton
gram kilogram kilogram kilogram & tonne tonne
1 oz = 28.35 g 1 lb = 0.4536 kg 1 cwt = 50.80 kg 1 ton = 1016 kg 1 ton = 1.016 tonne
short ton US
tonne
1 short ton = 0.9072 tonne
pound force ton force 1000 pound force
newton kilonewton kilonewton
1 lbf = 4.448 N 1 tonf = 9.964 kN 1 kip = 4.448 kN
Mass
Force
pound force per square inch
megapascal (newton per square mm)
1 lbf/in2 = 0.006895 MPa (N/mm2)
pound force per square inch
kilopascal (newton per square mm × 10-3)
ton force per square inch 1000 pound force per square inch
megapascal (newton per square mm) megapascal (newton per square mm)
1 lbf/in2 = 6.895 kPa (N/mm2 × 10-3) 1 tonf/in2 = 15.44 MPa (N/mm2) 1 kip/in2 = 6.895 MPa (N/mm2)
Mass per Unit Length
pound per foot pound per yard
kilogram per metre kilogram per metre
1 lb/ft = 1.488 kg/m 1 lb/yd = 0.4961 kg/m
Mass per Unit Area
pound per square inch
kilogram per square metre
1 lb/in2 = 703.1 kg/m2
pound per square foot
kilogram per square metre
1 lb/ft2 = 4.882 kg/m2
Stress and Pressure
pound per cubic inch
kilogram per cubic metre
1 lb/in3 = 27680 kg/m3
pound per cubic foot
kilogram per cubic metre
1 lb/ft3 = 16.02 kg/m3
pound per cubic yard
kilogram per cubic metre
1 lb/yd3 = 0.5933 kg/m3
pound force inch pound force foot
newton metre newton metre
1 lbf in = 0.113 N m 1 lbf ft = 1.356 N m
1000 pound force inch tons force foot
kilonewton metre kilonewton metre
1 kip in = 0.113 kN m 1 ton ft = 3.037 kN m
Modulus of Section
inch3
millimetre3
1 in3 = 16 390 mm3
Second Moment of Area
inch4
millimetre4
1 inch4 = 416 200 mm4
Mass per Unit Volume
Moment of Force (Torque)
(Moment of Inertia) Power
foot pound per second
watt
1 ft lbf/s = 1.356 W
horsepower British thermal units per hour
watt watt
1 hp = 754.7 W 1 Btu/h = 0.2931 W
Energy
foot pounds-force
joules
1 ft lbf = 1.356 J
Velocity
foot per second mile per hour inch per second
metre per second kilometre per hour millimetre per second
1 fps = 0.3048 m/s 1 mph = 1.609 km/h 1 ips = 25.40 mm/s
Dimensions and Properties Handbook 82
December 2000
CCI Metric to Imperial Conversion Factors Units
Imperial
Metric
Metric to Imperial Conversion
Length
inch foot foot yard mile mile
millimetre millimetre metre metre metre kilometre
1 1 1 1 1 1
mm = 0.03937 in mm = 0.003281 ft m = 3.281 ft m = 1.094 yd m = 0.0006214 mile km = 0.6214 mile
Area
square inch square foot square foot square yard
square millimetre square millimetre square metre square metre
1 1 1 1
mm2 = 0.001550 in2 mm2 = 0.00001076 ft2 m2 = 10.76 ft2 m2 = 1.196 yd2
Liquid
gallon (UK)
litre
1 litre = 0.2200 gal
Volume
cubic inch cubic foot cubic yard
cubic millimetre cubic metre cubic metre
1 mm3 = 0.00006102 in3 1 m3 = 35.31 ft3 1 m3 = 1.308 yd3
Mass
ounce pound hundredweight ton ton short ton US
gram kilogram kilogram kilogram & tonne tonne tonne
1 1 1 1 1 1
g = 0.03527 oz kg = 2.205 lb kg = 0.01968 cwt kg = 0.0009842 ton tonne = 0.9842 ton tonne = 1.102 short ton
Force
pound force ton force 1000 pound force
newton kilonewton kilonewton kilogram force-newton*
1 1 1 1 1
N = 0.2248 lbf kN = 0.1004 tonf kN = 0.2248 kip kgf = 9.807 N* N = 0.1020 kgf*
Stress and Pressure
pound force per square inch pound force per square inch ton force per square inch 1000 pound force per square inch
megapascal (newton per square mm) kilopascal (newton per square mm × 10-3) megapascal (newton per square mm) megapascal (newton per square mm) kilogram force per square mm – megapascal (newton per square mm)
1 MPa (N/mm2) = 145.0 lbf/in2 1 kPa (N/mm2 × 10-3) = 0.1450 lbf/in2 1 MPa (N/mm2)= 0.06476 tonf/in2 1 MPa (N/mm2) = 0.1450 kip/in2
CONVERSION AND COMPARISON INFORMATION
1 kgf/mm2 = 9.807 MPa (N/mm2)
Mass per Unit Length
pound per foot pound per yard
kilogram per metre kilogram per metre
1 kg/m = 0.672 lb/ft 1 kg/m = 2.016 lb/yd
Mass per Unit Area
pound per square inch pound per square foot
kilogram per square metre kilogram per square metre
1 kg/m2 = 0.001422 lb/in2 1 kg/m2 = 0.2048 lb/ft2
Mass per Unit Volume
pound per cubic inch pound per cubic foot pound per cubic yard
kilogram per cubic metre kilogram per cubic metre kilogram per cubic metre
1 kg/m3 = 0.00003605 lb/in3 1 kg/m3 = 0.0624 lb/ft3 1 kg/m3 = 1.686 lb/yd3
Moment of Force (Torque)
pound force inch pound force foot 1000 pound force inch tons force foot
newton metre newton metre kilonewton metre kilonewton metre kilogram force per metre – newton metre*
1 1 1 1 1 1
Modulus of Section
inch3
millimetre3
1 mm3 = 0.00006102 in3
Second Moment of Area (Moment of Inertia)
inch4
millimetre4
1mm4 = 0.0002403 in4
Power
foot pound per second horsepower
watt watt
1 W = 0.7376 ft lbf/s 1 W = 0.001341 hp
British thermal units per hour
watt
1 W = 3.412 Btu/h
Energy
foot pounds-force
joules (1 kW h = 3 600 000 J 1 kW h = 3.6 MJ)
1 J = 0.7376 ft lbf
Velocity
foot per second mile per hour
metre per second kilometre per hour
1 m/s = 3.281 fps 1 km/h = 0.6214 mph
inch per second
millimetre per second
1 mm/s = 0.03937 ips
N m = 8.851 lbf in N m = 0.7376 lbf ft kN m = 8.851 kip in kN m = 0.3293 tonf ft kgf m = 9.807 N m* N m = 0.102 kgf m*
* Conversion between metric units
Dimensions and Properties Handbook December 2000
83
CCI CONVERSION AND COMPARISON INFORMATION
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
High Speed
1.3243 1.3247
1.3243 1.3247
Steels
1.3343
Rochling
AISI
BS 4659
BS 970 Part 1
JIS
GIANT M5 CO GIANT 101
M35 M42
BM35 BM42
SKH 55 SKH 59
1.3343
GIANT M5
M2
BM2
SKH 51
Thyssen
Bohler/ VEW
S705 S500 HSP 41
THYRAPID 3343
S600
Hot
1.2343
1.2343
RDC 2
H11
BH11
SKD 6
Work Steels
1.2344 1.2714
1.2344 1.2714
RDC 2 V RGS 4
H13 L6
BH13
SKD 61 SKS 51
8407
THYROTHERM 2344
W302 W500
Plastic
1.2083
1.2083
SUS420J1
STAVAX
THYROPLAST 2083
M310
Mould Steels
1.2311 1.2312 1.2738
1.2311 1.2312 1.2738
MFR MOULREX-A
P20 P20+S P20+Ni
BP20
THYROPLAST 2311
M201
HOLDAX
THYROPLAST 2312
M200
1.2316
1.2316
BP 42
1.2080 1.2379 1.2436 1.2510 1.2767 1.2842 1.2363 1.2550
1.2080 1.2379 1.2436 1.2510 1.2767 1.2842 1.2363 1.2550
RCCO RCC SUPRA RCC EXTRA RUS 3 RABW RUS RKCM RTWK
D3 D2 D6 01
BD3 BD2
SKD 1 SKD 11 SKD 2 SKS 3
XW5 XW41 XW5 DF2
THYRODUR 2080 THYRODUR 2379
SKD12
XW10 M4
THYRODUR 2343 THYRODUR 2550
K100 K110 K107 K460 K600 K720 K305 K455
1.1191 1.1203
1.1191 1.1203
R4 R5 MO 40
709
V340 V320
1.6582 1.6580
1.6582 1.6580
MONIX 15
EN24 EN25
S45C S55C SCM430 SCM440 SCM445H SNCM439
V945
1.7225
060A45 070M55 708A30 708M40 708H45 817M40 826M31
760
1.7225
1045 1055 4130 4140 4145H 4340
1.5752
1.5752
RAE 3
3415
EN36A EN39B
655M13 835M15
SNC815 SNCM815
E200
1.6523 1.7131 1.7147
1.6523 1.7131 1.7147
MONIX E EC 80 EC 100
8620
EN362
805A22
SNCM220
E115 E410 E401
Cold Work Steels
Engineering Steels
420
02 A2 S1
Case Hardening
420S29
BO1 EN30B BA2 BS1 EN8D EN9 EN19A
W300
835M30
December 2000
THYRODUR 2510 THYRODUR 2767
705 THYSSEN 6580
Dimensions and Properties Handbook 84
ASSAB
V155 V145
CCI 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.
CONVERSION AND COMPARISON INFORMATION
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
HB = AF HB = 0.102 AF 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 Tensile strength
1
Ball indentation diameter1 mm
Brinell hardness2
N/mm2
Vickers hardness (F ≥ 98 N) HV
HB
HRB
200 210 220 225 230 240 250 255 260 270 280 285 290 300 305 310 320 330 335 340 350 360 370 380 385 390 400 410 415 420 430 440 450 460 465 470
63 65 69 70 72 75 79 80 82 85 88 90 91 94 95 97 100 103 105 107 110 113 115 119 120 122 125 128 130 132 135 138 140 143 145 147
7.32 7.22 7.04 6.99 6.95 6.82 6.67 6.63 6.56 6.45 6.35 6.28 6.25 6.19 6.16 6.10 6.01 5.93 5.87 5.83 5.75 5.70 5.66 5.57 5.54 5.50 5.44 5.38 5.33 5.32 5.26 5.20 5.17 5.11 5.08 5.05
60 62 66 67 68 71 75 76 78 81 84 86 87 89 90 92 95 98 100 102 105 107 109 113 114 116 119 122 124 125 128 131 133 136 138 140
41 45 48 49 51 52 54 56 58 59 60 62 63.5 64.5 66 67 67.5 69 70 71 72 73 74 75 76.5 77 77.5
steel ball with 10mm diameter
2
Rockwell hardness
HRC
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook December 2000
85
CCI CONVERSION AND COMPARISON INFORMATION
Tensile strength
1
Ball indentation diameter1 mm
Brinell hardness2
N/mm2
Vickers hardness (F ≥ 98 N) HV
HB
HRB
480 490 495 500 510 520 530 540 545 550 560 570
150 153 155 157 160 163 165 168 170 172 175 178
5.00 4.96 4.93 4.90 4.86 4.81 4.78 4.74 4.71 4.70 4.66 4.62
143 145 147 149 152 155 157 160 162 163 166 169
78.5 79.5 80 81 81.5 82.5 83 84.5 85 85.5 86 86.5
575 580 590 595 600 610 620 625 630 640 650 660
180 181 184 185 187 190 193 195 197 200 203 205
4.59 4.58 4.54 4.53 4.51 4.47 4.44 4.43 4.40 4.37 4.34 4.32
171 172 175 176 178 181 184 185 187 190 193 195
87
670 675 680 690 700 705 710 720 730 740 750 755 760 770 780 785 790 800 810 820 830
208 210 212 215 219 220 222 225 228 230 233 235 237 240 243 245 247 250 253 255 258
4.29 4.27 4.25 4.22 4.19 4.18 4.16 4.13 4.11 4.08 4.07 4.05 4.03 4.01 3.98 3.97 3.95 3.93 3.91 3.89 3.87
198 199 201 204 208 209 211 214 216 219 221 223 225 228 231 233 235 238 240 242 245
835 840 850 860 865 870
260 262 265 268 270 272
3.85 3.84 3.82 3.80 3.78 3.77
247 249 252 255 257 258
880 890 900 910 915 920 930 940 950 960 965 970 980 990 995
275 278 280 283 285 287 290 293 295 299 300 302 305 308 310
3.76 3.74 3.72 3.70 3.69 3.68 3.66 3.64 3.63 3.61 3.60 3.59 3.57 3.55 3.54
261 264 266 269 271 273 276 278 280 284 285 287 290 293 295
1000 1010 1020 1030 1040 1050
311 314 317 320 323 327
3.53 3.52 3.50 3.49 3.47 3.45
296 299 301 304 307 311
steel ball with 10mm diameter
2
Rockwell hardness
HRC
88 89 89.5 90 91 91.5 92 92.5 93 93.5 94 95 95.5 96 96.5 97 97.5 98 21 99 99.5
22 23 24
25 26
27
28 29
30
31
32
33
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook 86
December 2000
CCI Tensile strength
1
Ball indentation diameter1 mm
Brinell hardness2
N/mm2
Vickers hardness (F ≥ 98 N) HV
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 1155 1160 1170 1180 1190 1200 1210 1220 1230
352 355 358 360 361 364 367 370 373 376 380 382
3.33 3.32 3.31 3.30 3.29 3.28 3.26 3.25 3.24 3.23 3.21 3.20
334 337 340 342 343 346 349 352 354 357 361 363
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 1320 1330 1340 1350 1360 1370
400 403 407 410 413 417 420 423 426
3.13 3.12 3.10 3.09 3.08 3.07 3.06 3.05 3.04
380 383 387 390 393 396 399 402 405
1380 1385 1390
429 430 431
3.02
408 409 410
1400 1410 1420 1430 1440 1450 1455 1460 1470 1480 1485 1490 1500 1510 1520 1530 1540 1550 1555 1560 1570 1580 1590 1595
434 437 440 443 446 449 450 452 455 458 460 461 464 467 470 473 476 479 480 481 484 486 489 490
1600 1610 1620 1630 1640 1650 1660 1665 1670
491 494 497 500 503 506 509 510 511
steel ball with 10mm diameter
3.01 3.00 2.99 2.98 2.97 2.96 2.95 2.94 2.93 2.92 2.91 2.90 2.89 2.88 2.87 2.86 2.85 2.84 2.83 2.82
2.80 2.79 2.78 2
HB
Rockwell hardness
HRB
HRC
CONVERSION AND COMPARISON INFORMATION
34
35
36
37
38
39
40
41
42
43
413 415 418 421 424 427 428 429 432 435 437 438 441 444 447 449 452 455 (456) (457) (460) (462) (465) (466)
44
45
46
47
48
(467) (470) (472) (475) (478) (481) (483) (485) (486)
49
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook December 2000
87
CCI CONVERSION AND COMPARISON INFORMATION
Tensile strength
Vickers hardness (F ≥ 98 N) HV
Ball indentation diameter1 mm
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 1770 1775 1780
530 533 536 539 540 541
2.73 2.71 2.71
1790 1800 1810
544 547 550
2.69
1820 1830 1840
553 556 559
2.67
1845 1850 1860
560 561 564
1870 1880 1890 1900 1910 1920
567 570 572 575 578 580
1930 1940 1950 1955 1960 1970 1980 1990 1995
583 586 589 590 591 594 596 599 600
2.60
2000 2010 2020 2030 2040 2050 2060 2070 2080 2090 2100 2105 2110 2120 2130 2140 2145 2150 2160 2170 2180 2190 2200
602 605 607 610 613 615 618 620 623 626 629 630 631 634 636 639 640 641 644 647 650 653 655 675 698 720 745 773 800 829 864 900 940
2.56
N/mm2
1
steel ball with 10mm diameter
2.70
2.68
2.66 2.65 2.64 2.63 2.62 2.61
2.59
2.58 2.57
2.55 2.54 2.53 2.52 2.51
2.50 2.49
2.48 2.47
2.46
2
Brinell hardness2 HB
Rockwell hardness
HRB
HRC 50
51
(504) (506) (509) (512) (513) (514) (517) (520) (523)
52
(525) (528) (531) (532) (533) (536)
53
(539) (542) (543) (546) (549) (551)
54
(554) (557) (560) (561) (562) (564) (567) (569) (570)
55
(572) (575) (577) (580) (582) (584) (587) (589) (592) (595) (598) (599) (600) (602) (604) (607) (608) (609) (612) (615) (618) (620) (622)
56
57
58 59 60 61 62 63 64 65 66 67 68
calculated from: HB = 0.95 HV
Dimensions and Properties Handbook 88
December 2000
CCI Tensile Testing The following information on this basic testing procedure takes into account 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
CONVERSION AND COMPARISON INFORMATION
NFA 03-151 UNI 55612 JIS Z2201
Symbols, designations, units Symbol
Designation
Unit
new
old
A
δ
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
σ σ0.2
Proof stress (non-proportional elongation) e.g. 0.2 non-proportional elongation
N/mm2 (MPa)
ReH
σSo
Upper yield stress
N/mm2 (MPa)
ReL
σSu
Lower yield stress
N/mm2 (MPa)
Rm
σB
Tensile strength
N/mm2 (MPa)
So
Fo
Original cross-sectional area
mm2
Su
FB
Minimum cross-sectional area after fracture
mm2
Z
Ψ
Reduction of area
%
ε
ε
Elongation
%
εe
εel
Elastic elongation
%
εp
—
Non-proportional elongation
%
εr
εbl
Permanent elongation
%
εt
εges
Total elongation
%
σ
σ
Stress (nominal stress)
N/mm2 (MPa)
Dimensions and Properties Handbook December 2000
89
CCI CONVERSION AND COMPARISON INFORMATION
Specimen prior to tensile testing
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. σ = F [N/mm2] So
Tensile strength Rm Tensile strength is defined as stress corresponding to the maximum load divided by the original cross-sectional area of the specimen. Rm = Fm [N/mm2] So
Modulus of elasticity E (static modulus of elasticity)
Dimensions and Properties Handbook 90
December 2000
∇
Quotient of load F divided by the original cross-sectional area So and extension length LEO in the rank of elastic deformation Em = F . LE0 = σm . 100 So .∆Le εe
Le divided by extensometer gauge
CCI CONVERSION AND COMPARISON INFORMATION
Tensile Strength – conversion ksi to N/mm2 (MPa) 1 lbf = 0.453 592 37 kp
ksi 0 N/mm2 (MPa)
1 kp = 9.806 65 N
1 in = 0.025 4 m
1 ksi = 1000 psi
1
2
3
4
5
6
7
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
358.53 427.48 496.42 565.37 634.32
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 1454.79 1523.74 1592.69 1661.64
1392.74 1461.69 1530.64 1599.58 1668.53
1399.64 1468.58 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 1916.74 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 December 2000
91
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
0.1
0.2
0.3
1 kp = 9.806 65 N 1 in = 0.0254 m
0.4
0.5
0.6
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
166.798 182.242 197.686 213.131 228.575
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
237.842 253.286 268.730 284.174 299.619
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
318.152 333.596 349.040 364.484 379.929
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 92
0.7
December 2000
CCI CONVERSION AND COMPARISON INFORMATION 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
773.76 789.20 804.65 820.09 835.53
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
855.61 871.06 886.50 901.95 917.39
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 1175.31 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
1243.26 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 December 2000
93
CCI CONVERSION AND COMPARISON INFORMATION
Notes:
Dimensions and Properties Handbook 94
December 2000
Steel & Tube Holdings Ltd Steel & Tube Product Literature Steel & Tube Product Catalogue Published in August 2000, the latest Steel & Tube Distribution Product Catalogue details all New Zealand based operations and steel product for supply. The catalogue thoroughly describes all product types, sizes, processing facilities and capabilities, locations of operations and also has useful Engineering Data.
Steel & Tube Technical Design Guide for Purlins & Girts The Steel & Tube Technical Design Guide for Purlins & Girts provides information on the range of high strength double lip profile sections manufactured by Steel & Tube. It contains information on hole punching and accessories available to provide a practical structural system.
Steel & Tube Roofing Products - Product Guide The Steel & Tube Roofing Products Product Guide describes and illustrates the various roofing materials and profiles that are manufactured and supplied by our network of roofing branches throughout New Zealand.
Web Site
www.steelandtube.co.nz
The Steel & Tube Holdings Limited corporate web site features a comprehensive range of information, profiling the Company, and its products and services offered through the nationwide trading Divisions. Specific information can be accessed on: • • • • • •
Steel Distribution operations and products. Steel Processing facilities and capabilities. Roofing & Cladding materials and products. Reinforcing & Fabrication products and services. Metal Fasteners. Steel Warehouse — our E-Commerce trading facility.
Company Annual Reports, product and technical literature can be downloaded from the web site.
Distribution Centres Northern Region Whangarei
Auckland
Cnr Hewlett Street & Fraser Crescent PO Box 1570 Tel: 0-9-438 3999, Fax: 0-9-438 3990
68 Stonedon Drive, East Tamaki PO Box 14-344 Panmure Tel: 0-9-273 7610, Fax: 0-9-273 1470
North Harbour
Hamilton
5 Ride Way, North Harbour Industrial Estate, Albany PO Box 14-344 Panmure Tel: 0-9-415 3490, Fax: 0-9-415 3405
5 Norris Street, Te Rapa PO Box 10 064 Hamilton Tel: 0-7-849 3879, Fax: 0-7-849 7407
Mt Maunganui
Rotorua
34 Hull Road PO Box 4109 Mt Maunganui South Tel: 0-7-575 4174, Fax: 0-7-575 9674
Cnr View Road & 24 Hyland Crescent PO Box 882 Tel: 0-7-348 0449, Fax: 0-7-348 0442
Northern Coil Processing
Northern Plate Processing
8–10 Bowden Road PO Box 62 213 Mt Wellington Tel: 0-9-573 0555, Fax: 0-9-573 0394
68 Stonedon Drive, East Tamaki PO Box 14-344 Panmure Tel: 0-9-273 7630, Fax: 0-9-273 1484
CP Steel
Steel Warehouse
124 Hugo Johnston Drive, Penrose PO Box 12 144, Penrose Tel: 0-9-525 3636, Fax: 0-9-525 3744
Web Site: www.steelwarehouse.co.nz Email:
[email protected] Fax: 0-9-573 0554
Central Region New Plymouth
Napier
Centennial Drive PO Box 559 Tel: 0-6-751 0340, Fax: 0-6-751 1762
15 Ford Street PO Box 3061 Onekawa Tel: 0-6-843 9196, Fax: 0-6-843 2224
Gisborne Industrial Supplies
Palmerston North
Parkinson Street PO Box 38 195 Tel: 0-6-868 9558, 0800 505 205, Fax: 0-6-868 8704
Malden Street PO Box 1429 Tel: 0-6-356 5252, Fax: 0-6-356 5247
Wellington
Central Plate Processing
Hautonga Street, Petone PO Box 38 195 Wellington Mail Centre Tel: 0-4-568 0020, Fax: 0-4-568 8308
Hautonga Street, Petone PO Box 38 195 Wellington Mail Centre Tel: 0-4-568 0044, Fax: 0-4-568 8308
Southern Region Nelson
Christchurch
Cnr Carkeek & Graham Streets PO Box 544 Tel: 0-3-548 2209, Fax: 0-3-548 0626
375 Blenheim Road PO Box 11 231 Tel: 0-3-343 7999, Fax: 0-3-348 4167
Timaru
Dunedin
9 Meadows Road, Washdyke PO Box 2118 Washdyke Tel: 0-3-688 2085, Fax: 0-3-688 2084
Cnr Willis & Tewsley Streets PO Box 1405 Tel: 0-3-477 9655, Fax: 0-3-477 9646
Invercargill
Southern Plate Processing
Bond Street PO Box 1009 Tel: 0-3-218 2803, Fax: 0-3-218 9131
375 Blenheim Road PO Box 11 231, Christchurch Tel: 0-3-343 7995, Fax: 0-3-348 4167
Stewart Steel
Southern Coil Processing
85 Falsgrave Street PO Box 1377, Christchurch Tel: 0-3-365 0079, Fax: 0-3-365 7576
375 Blenheim Road PO Box 11 231, Christchurch Tel: 0-3-343 7996, Fax: 0-3-348 1728
Waratah Processing 16A Birmingham Drive PO Box 9339, Christchurch Tel: 0-3-338 2191, Fax: 0-3-338 5442
Head Office 15–17 Kings Crescent, Private Box 30-543, Lower Hutt Tel: 0-4-570 5000, Fax: 0-4-566 7971
[email protected] www.steelandtube.co.nz
Or phone toll free 0800 4 STEEL (0800 478 335)
