yx 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)