7 th edition CHUAN HUAT RESOURCES BERHAD (Company No.: 290729-W) PRODUCT GUIDE I R O N & S T E E L , B U I L D I N G M AT E R I A L S D I V I S I O N We Comp l e te Yo ur Tota l Iron & S t eel , B u i ldi n g Ma ter i al s N eeds • Penang • Ipoh • Kuala Lumpur • Klang • Nilai • Melaka • Johor Bahru • Alor Setar • • Kota Bharu • Kuala Terengganu • Kuantan • Kuching • Kota Kinabalu • Tawau • Bintulu • CHUAN HUAT RESOURCES BERHAD (IRON & STEEL, BUILDING MATERIALS DIVISION) Branches throughout MALAYSIA ALOR SETAR KOTA BHARU KUALA TERENGGANU BUTTERWORTH IPOH KUANTAN KUALA LUMPUR KLANG KOTA KINABALU NILAI MELAKA JOHOR BAHRU BINTULU TAWAU KUCHING Disclaimer: The specifications published in this Product Guide have been extracted from various technical publications and have not been technically verified by the Publisher. As such, this Product Guide should only be used as a GUIDE to the Publisher’s product and NOT to be used as a reference Manual to the “Referred Products” in general. For actual specifications and up-to-date information concerning the “Referred Products”, please contact the manufacturer or their agents. The Publisher and Printer of this Product Guide assumes no responsibility or liabilities whatsoever, arising from the inaccuracies of the “specifications” so published. Malaysia Perlis Indera Kayangan Pulau Pinang Kedah Darul Aman Perak Darul Ridzuan Selangor Darul Ehsan Negeri Sembilan Darul Khusus Melaka Johor Darul Ta’zim Pahang Darul Makmur Terengganu Darul Iman Kelantan Darul Naim Sabah Sarawak Wilayah Persekutuan Wilayah Persekutuan Kuala Lumpur Wilayah Persekutuan Labuan Wilayah Persekutuan Putrajaya THE COMPANY HEAD OFFICE SALESRECEPTION COORDINATORS WAREHOUSE A WAREHOUSE B LOGISTICS SALES COUNTER FACTORY GROUP STRUCTURE (IRON & STEEL, BUILDING MATERIALS DIVISION) CHRB CHHH CHS CHM CHR CHC CHT CHRBT KEYLINE CHRS CHIM CHSAMA CHBM CHRBS CHRBU BMI CHBB PESB • Chuan Huat Resources Berhad CHRB • CHRB Corporation Sdn. Bhd. • Chuan Huat Hardware Holdings Sdn. Bhd. CHHH • CHRB Utara Sdn. Bhd. CHRBU CHS • CHRB Timuran Sdn. Bhd. CHRBT • Bars & Mesh Industries Sdn. Bhd. BMI • CHRB Selatan Sdn. Bhd. CHRBS • CH Rebar Sdn. Bhd. CHR • CHRB Building Materials Sdn. Bhd. CHBM • Chuan Huat Industrial Marketing Sdn. Bhd. CHIM • CHRB Bahan Binaan Sdn. Bhd. CHBB • CH Reinforcing Steel (M) Sdn. Bhd. CHRS • KEYline Consulting Sdn. Bhd. • Chuan Huat Steel Sdn. Bhd. (formerly known as Chuan Huat Hardware (Sdn.) Berhad) • Chuan Huat Metal Sdn. Bhd. • CH Samawira Mesh Sdn. Bhd. CHM CHSAMA • Pemasaran Esyfence Sdn. Bhd. • CHRB Trading Sdn. Bhd. CHC KEYLINE PESB CHT COMPANY DETAILS CHUAN HUAT STEEL SDN. BHD. (30592-U) (formerly known as Chuan Huat Hardware (Sdn.) Berhad) Sales Office Wisma Lim Kim Chuan, Lot 50A, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7983 3333 Fax +603-7980 3333 / 6666 E-mail enquiries@chuanhuat.com.my Contact Person Mr. David Lim (Executive Director) Products & Services Wholesales stockist supplying all types of structural and mild steel products; Importer and Exporter of all kinds of construction materials. CHUAN HUAT INDUSTRIAL MARKETING SDN. BHD. (47555-V) Sales Office Wisma Lim Kim Chuan, Lot 50A, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7983 3333 Fax +603-7980 3333 / 9708 E-mail chim@chuanhuat.com.my Contact Person Mr. Jeffrey See (Executive Director) Branch Office Klang No. 19-1, Lorong Tiara 1B, Bandar Baru Klang, 41150 Klang, Selangor, Malaysia. Tel +603-3341 1228 Fax +603-3343 6228 E-mail chimklg@chuanhuat.com.my Contact Person Mr. Keh Soon Hong (Regional Manager) Products & Services Specialised in supplies of Steel Reinforcement Bars, Cement and all kinds of building and construction materials. Sole Distributor of • G-LOC • TERRAM Geosynthethic Products • FLEXI DRAIN Prefabricated Vertical Drain Products • Steel Fabric for Reinforcement, High Quality Hard Drawn Wires, Commercial Quality Drawn Bars, Special Cut to Length High Tensile / Mild Steel Round Bars. • Cut & Bend to size Mild Steel Round Bar and High Tensile Deformed Bar. • Supply & install of Steel Roof Trusses. COMPANY DETAILS CHRB UTARA SDN. BHD. (291943-T) Regional Office Penang Plot 204, Lorong Perindustrian Bukit Minyak 11, Bukit Minyak Industrial Park, 14100 Bukit Mertajam, Pulau Pinang, Malaysia. Tel +604-5015 882 / 5015 883 / 5015 888 Fax +604-5027 333 E-mail chrbutara@chuanhuat.com.my Contact Person Mr. Melvin Lee (General Manager) Branch Office Ipoh 28A, Laluan Tasek Timur 1, Pusat Perdagangan Tasek Indra, 31400 Ipoh, Perak. Tel +605-549 9209 / 549 9249 Fax +605-549 8876 E-mail chrbiph@chuanhuat.com.my Contact Person Ms. Then Phooi Fun (Branch Manager) Branch Office Alor Setar No. 9, Tingkat 1, Kompleks Perniagaan Taman Saga, Jalan Alor Mengkudu, 05400 Alor Setar, Kedah, Malaysia. Tel +604-731 6731 Fax +604-731 7709 E-mail chrbaor@chuanhuat.com.my Contact Person Mr. Ng Kok Sooi (Assistant General Manager) Product & Services Supplier of structural steel, cement and all kinds of building construction materials within the Northern region. COMPANY DETAILS CHRB SELATAN SDN. BHD. (48743-P) Regional Office Melaka No. 60, Jalan Melaka Raya 20, Taman Melaka Raya, 75000 Melaka, Malaysia. Tel +606-281 1788 / 283 9321 / 282 0006 Fax +606-286 5388 E-mail chrbselatan@chuanhuat.com.my Contact Person Mr. Alex Tew (Regional Manager) Branch Office Johor Bahru Puteri Point Commercial Park, 02-31 Jalan Bayu Puteri 1/3, 81100 Johor Bahru, Johor, Malaysia. Tel +607-334 2155 / 5705 Fax +607-332 3561 E-mail chrbjhb@chuanhuat.com.my Contact Person Mr. Alex Tew (Regional Manager) Products & Services Supplier of structural steel, cement and all kinds of building construction materials within the Southern Region. CHRB BAHAN BINAAN SDN. BHD. (425034-V) Sales Office Wisma Lim Kim Chuan, Lot 50A, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7983 3333 Fax +603-7980 3333 / 9708 E-mail enquiries@chuanhuat.com.my Contact Person Mr. Jeffrey See (Executive Director) Products & Services Specialised in supplies of Steel Reinforcement Bars, Cement and all kinds of building and construction materials. Registered with Kementerian Kewangan Malaysia (No. Sijil: K2209417693812037 and No. Rujukan Pendaftaran: 357-02158913). COMPANY DETAILS CHRB TIMURAN SDN. BHD. (532809-U) Regional Office Kuala Terengganu No. 11-F, 1st Floor, Jalan Pengiran Anom, 20300 Kuala Terengganu, Terengganu, Malaysia. Tel +609-620 4777 / 4778 Fax +609-620 4779 E-mail chrbtim@chuanhuat.com.my Contact Person Mr. Melvin Lee (General Manager) Branch Office Kuantan No. A1906, Tingkat Satu, Jalan Beserah, Kg. Galing Besar, 25300 Kuantan, Pahang, Malaysia. Tel +609-566 0885 Fax +609-566 3995 E-mail chrbktn@chuanhuat.com.my Branch Office Kota Bharu Lot 343, Tingkat Satu, Jalan Sultan Yahya Putra, 15200 Kota Bharu, Kelantan, Malaysia. Tel +609-743 0781 Fax +609-743 0782 E-mail chrbkbr@chuanhuat.com.my Contact Person Mr. Melvin Lee (General Manager) Product & Services Supplier of structural steel, cement and all kinds of building and construction materials within the East Coast. CHRB BUILDING MATERIALS SDN. BHD. (701128-U) Regional Office Kota Kinabalu Lot 18, Block B-9, 1st Floor, Alamesra Plaza Permai, Jalan Sulaman, 88400 Kota Kinabalu, Sabah, Malaysia. Tel +6088-486 381 / 382 Fax +6088-448 380 E-mail chrbbm@gmail.com Contact Person Mr. Dennis Tan (General Manager / Director) Product & Services Supplier of structural steel, cement and all kinds of building and construction materials within Sabah and Labuan. COMPANY DETAILS CHUAN HUAT METAL SDN. BHD. (435130-D) Regional Office KUCHING Wisma Hii Yii Ngiik, 2nd Floor, Lots 7572-7574, Jalan Kwong Lee Bank, 93450, Kuching, Sarawak, Malaysia. Tel +6082-339 881 Fax +6082-339 221 E-mail chmetal@chuanhuat.com.my / chmetal@gmail.com Contact Person Mr. Joseph Yeo (Managing Director) Branch Office Bintulu Lot 7644, 1st Floor, Jalan Tanjung Kidurong, Medan Central Commercial Centre, 97000 Bintulu, Sarawak, Malaysia. Tel +6086-337 566 Fax +6086-332 566 E-mail chmetal.btu@chuanhuat.com.my Contact Person Mr. Alex Hii (Branch Manager) Product & Services Supplier of structural steel, steel bars, mesh, cement, roofing materials, gratings, gabions, ceramic tiles, VCP pipes and building materials within Sarawak. CHRB TRADING SDN. BHD. (942560-U) Regional Office TAWAU 2nd Floor, TB4432, Lot 23, Block D, Sabindo Square, 91000 Tawau, Sabah, Malaysia. Tel +6089-927 333 Fax +6089-925 333 E-mail enquiries@chuanhuat.com.my Contact Person Mr. Dennis Tan (Director) Product & Services Supplier of structural steel, cement and all kinds of building and construction materials within Sabah and Labuan. COMPANY DETAILS CH REBAR SDN. BHD. (485873-T) Regional Office Klang Lot 10464, Jalan Kebun Nenas, Off Jalan Bukit Kemuning, 41000, Klang, Selangor, Malaysia. Tel +603-5161 6626 Fax +603-5161 0566 E-mail chrebar@chuanhuat.com.my Contact Person Mr. Rodney How (General Manager) Products & Services Cut & Bend to size Mild Steel Round Bar and High Tensile Deformed Bar. BARS & MESH INDUSTRIES SDN. BHD. (69163-W) Sales Office Wisma Lim Kim Chuan, Lot 50A, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7987 6188 / 1388 Fax +603-7987 7566 E-mail bmi@chuanhuat.com.my Contact Person Mr. KB Yap (General Manager) Products & Services Steel Fabric for reinforcement (welded mesh), high quality hard drawn wires and commercial quality steel bars. PEMASARAN ESYFENCE SDN. BHD. (576022-D) Sales Office Wisma Lim Kim Chuan, Lot 50A, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7987 6188 / 1388 Fax +603-7987 7566 E-mail esyfence@chuanhuat.com.my Contact Person Mr. KB Yap (General Manager) Products & Services Supply / install of Welded Security Fencing (ESYFENCE). COMPANY DETAILS CH REINFORCING STEEL (M) SDN. BHD. (321468-P) Regional Office Nilai Lot 7401, PT 1888, Kawasan Perindustrian Nilai, Fasa II, 71800 Nilai, Negeri Sembilan, Malaysia. Tel +606-799 5555 Fax +606-799 5488 E-mail enquiries@chuanhuat.com.my Contact Person Mr. Nicholas Lim (Director) Products & Services Manufacturer of Steel Fabric for reinforcement (welded mesh), welded security fence, high quality hard drawn wires, commercial quality drawn bars, special cut to length high tensile / mild steel round bars. KEYLINE CONSULTING SDN. BHD. (670133-H) Sales Office Wisma Pineapple, Lot 135, Jalan 1/89B, 3½ Miles, Off Jalan Sungei Besi, 57100 Kuala Lumpur, Malaysia. Tel +603-7987 8266 Fax +603-7987 9266 E-mail info@keyline.com.my Contact Person Mr. Michael Pan (Managing Director) Products & Services Manufacturer, distributor and specialist supplier of complete architectural door hardware and security solutions including mechanical, electromechanical, special high security locking system, hotel electronic card systems, maximum institutional security detention locking system, safety protection padding, safety fire and panic exit devices, high quality premium locking system for buildings. Sole agents and exclusive distributor for ECO Door System Hardware (Germany), RR BRINK (USA) Detention Locking System, Onity (Tesa) Electronic Hotel Locking System, Bestko (HK) Premium Glass Door Hardware, Hager (USA) High Quality Hinges, Lorient (UK) door seals and gaskets, Helaform (Finland) Sliding Door Gears system, SDC (USA) Electromechanical Locking system, Gold Medal (USA) Safety Padding, Simonsvoss Access Control and Electronic Cylinders including KEYLINE range of door hardware and accessories. Technical maintenance services, project management and installation are also available. COMPANY DETAILS CH SAMAWIRA MESH SDN. BHD. (18367-M) Regional Office KUALA LUMPUR Lot 31381, Jalan Puchong Mesra 2, Batu 7½, Off Jalan Puchong, 58200 Kuala Lumpur, Malaysia. Tel +603-8070 1122 Fax +603-8070 1011 E-mail sgmmesh@gmail.com Contact Person Mr. Lim Lip Hean (Executive Director) Products & Services Manufacturer of Steel Fabric for reinforcement (welded mesh), welded security fence, high quality hard drawn wires, commercial quality drawn bars, special cut to length high tensile / mild steel round bars. PRODUCTS Equal Angles / Unequal Angles Mild Steel Channels API Pipes Universal Beams Mild Steel Flat Bars Steel Sheet Piles PRODUCTS Rectangular / Square Hollow Sections Mild Steel Square Bars Mild Steel Rail Bars Welded Steel Pipes Lipped Channels Mild Steel Plates PRODUCTS Concrete Pile Fibre Glasswool Concrete Roof Tiles PE Septic Tank, HDPE Cable, Sewer & Drainage Pipes Bathroom Ware & Accessories Concrete Pipes Clay Bricks Taps & Fittings Autoclaved Aerated Concrete Blocks Floor Tiles Metal Roofing Sanitary Wares Prestressed Spun Concrete Piles Lockset ECO New Door Closer TS61 Water Tank PRODUCTS Metal Roof Truss Terram GeoSynthetic Products Cement Steel Bar Couplers Cut & Bend Steel Bars Wire Mesh Hard Drawn Wires Steel Bars PRIMA Board ESYFENCE -Perimeter Fencing Clay & Concrete Pavers Vitrified Clay Pipes & Fittings Aluminium Foil Metal Door & Window Frame Stainless Steel Kitchen Sink Corrugated Roofing Sheets CONTENTS Plates And Sheets 1-9 Lipped Channels & Plain Channels 10 - 17 Welded Steel Pipes 18 - 22 Square & Rectangular Hollow Sections 23 - 29 API Pipes 30 - 43 Universal Beams And Columns 44 - 61 Steel Sheet Piles 62 - 66 Mild Steel Channels, Flats, Angles & Square Bars 67 - 76 Expanded Metal & Steel Bars 77 - 79 Special Sizes 80 - 81 Cut To Length And Cut & Bend Steel Bars 82 Steel Welded Mesh 83 - 88 Security Fencing - Esyfence 89 - 95 Technical Information 96 - 102 Specification JIS G 3131 JIS G 3101 Mechanical Properties Designation of Yield Strength N/mm2 N/mm2 Test Piece No. 5 1.2mm & over, up to 1.6mm 27 min 1.6mm & over, up to 3.2mm 29 min 0.15 31 min 3.2mm & over No. 5 5mm & under Grade SPHC 270 min - SS 330 330 to 430 205 min SS 400 400 to 510 245 min ASTM A 36 BSEN 10025 JIS G 3302 S275JR 22-min SGCC SGHC Chemical Composition % Tensile Strength 410-560 (N3) 275 min 400-550 270 min 270 min 250 min 205 min 205 min C Elongation Thickness % 26 min No. 1A over 5mm to 16mm 21 min No. 5 21 min 5mm & under No. 1A over 5mm to 16mm Bending Bending Angle Radius - 0.60 0.050 0.050 180° Flat on itself 0.5t - 0.050 0.050 180° 0.5t - - - 0.050 0.050 180° 1.5t 17 min Gauge Length Lo=50mm - S - - Up to 1.6mm 1.6mm & over, up to 3.0mm 3.0mm & over P - 3.0mm & over, up to 4.0mm 22 min 0.24 - Mn Max Max Max Max Max - Up to 1.6mm 1.6mm & over, up to 3.0mm 3.0mm & over Si Bend Test (N2) An specified in - 23 min 0.25 0.40 1.60 0.055 0.055 - 0.040 0.050 BS EN 10025 - - t (N1) - - - - - - 180° t (N1) 2t (N1) t (N1) - - - - - - 180° t (N1) 2t (N1) 0.6mm & over, up to 1.0mm 36 min JIS G 3141 Cold Rolled Steel Sheets Galvanised Steel Sheets Hot Rolled Steel Plated And Sheets & Chequered Plates Classification TECHNICAL SPECIFICATION REFERENCES Notes: (N1) (N2) (N3) t - SPCC 270 min - No. 5 1.0mm & over, up to 1.6mm 37 min 1.6mm & over, up to 2.5mm 38 min 2.5mm & over Up to grade z27 maximum Bend Test test piece No.3 3mm nominal thickness 100mm Thickness 1 39 min 0.12 - 0.50 0.040 0.045 180° Flat on itself LIST OF STANDARD SPECIFICATIONS Specifications Yield strength N/mm2 t<16mm 16<t<40 t>40mm Tensile Strength N/mm2 Elongation min. % L0=5.65¥S0 Charpy V-notch Temp. (°C) Energy (J) 20 0 -20 -40 -50 GENERAL STRUCTURES ASTM A36 min. 250 400-550 50mm-200mm 23-20 - - - - - ASTM A283 Grade A Grade B Grade C Grade D min. 165 min. 185 min. 205 min. 230 310-416 345-450 380-515 415-550 50MM-200MM 30-27 28-25 25-22 23-20 - - - - - ASTM A572 Grade 42 Grade 50 Grade 60 Grade 65 min. 290 min. 345 min. 415 min. 450 415 450 520 550 50mm-200mm 24-20 21-18 18-16 17-15 - - - - - EN 10113 S275N S355N S420N S460n S275M S355M S420M S460M min. 275 min. 355 min. 420 min. 460 min. 275 min. 355 min. 420 min. 460 370-510 470-630 520-680 550-720 360-510 450-610 500-660 530-720 - - 40 40 40 40 40 40 40 40 - 27 27 27 27 27 27 27 27 EN 10149-2 S315MC S355MC S420MC S460MC S500MC S550MC S600MC S650MC S700MC min. 315 min. 355 min. 420 min. 460 min. 500 min. 550 min. 600 650(t 8mm) 700(t 8mm) 390-510 430-550 480-620 520-670 550-700 600-760 650-820 700-880 750-950 24 23 19 17 14 14 13 12 12 - - 40 40 40 40 40 40 40 40 40 - - EN 10149-3 S260NC S315NC S355NC S420NC min. 260 min. 315 min. 355 min. 420 370-490 430-550 470-610 530-670 30 27 25 23 - - 40 40 40 40 - - 620 680 JIS G 3101 SS330 SS400 SS490 SS540 205 245 285 400 195 235 275 390 175 215 255 - 330-430 400-510 490-610 min. 540 28-21 17-23 15-21 13-17 - - - - - JIS G 3106 SM400A, B, C SM490A, B, C 245 325 235 315 215 295 400-510 490-610 18-24 17-23 0°C B/C 27/47 B/C 27/47 - - - JIS G 3106 SM490YA, YB SM520B, C SM570 365 365 460 355 355 450 335 335 430 490-610 520-640 570-720 15-21 15-21 19-26 0°C YB 27 B/C 27/47 - -5°C 47 - - 2 LIST OF STANDARD SPECIFICATIONS (Continued) Specifications Yield strength N/mm2 t<16mm 16<t<40 t>40mm Tensile Strength N/mm2 Elongation min. % L0=5.65¥S0 Charpy V-notch Temp. (°C) Energy (J) 20 0 -20 -40 -50 BRIDGES, FLOOD GATES, STORAGE TANKS, WATER TANKS, BUILDINGS, CRANE STRUCTURES EN 10137-2 S450Q, QL, QL1 S500Q, QL, QL1 S440Q, QL, QL1 S620Q, QL, QL1 S690Q, QL, QL1 S890Q, QL, QL1 S960Q, QL, QL1 EN 10137-3 S500A, AL S550A, AL S620A, AL S690A, AL 1) 460 1) 500 1) 550 1) 620 1) 690 1) 890 1) 960 1)* 440 1)* 480 1)* 530 1)* 580 1)* 650 1)* 830 - 3mm<t<50mm 2) 500 2) 550 2) 620 2) 690 1)** 400 1)** 440 1)** 490 1)** 560 1)** 630 - 550-720 1)*** 590-770 1)*** 640-820 1)*** 700-890 1)*** 760-940 1)*** 880-1100 1)*** 980-1150 17 17 16 15 14 11 10 0 40/50/60 40/50/60 40/50/60 40/50/60 40/50/60 40/50/60 40/50/60 -20 30/40/50 30/40/50 30/40/50 30/40/50 30/40/50 30/40/50 30/40/50 -40 -/30/40 -/30/40 -/30/40 -/30/40 -/30/40 -/30/40 -/30/40 0 600-700 650-820 710-880 760-930 -20 17 16 15 14 -40 55/65 55/65 55/65 55/65 40/50 40/50 40/50 40/50 -/40 -/40 -/40 -/40 22 22 22 20 20 20 20 19 19 - 1)*** 50mm<t<70mm 2)* 480 2)* 530 2)* 580 2)* 650 SPECIAL STEEL BS 7191 275D 275E 275EZ 355D 355E 355EM 355EMZ 450EM 450EMZ 275 275 275 355 355 355 355 450 450 265 265 265 345 345 345 345 415 415 265 265 340 340 - 430-580 430-580 430-580 490-640 490-640 460-620 460-620 550-700 550-700 - 40 50 - 40 40 50 50 50 60 60 - HULL STRUCTURES For thickness t 50mm 27 27 27 34 34 34 34 34 34 41 41 41 ABS3) Grade A, B, D, E Gr. AH, DH, EH, FH 32 Gr. AH, DH, EH, FH 36 Gr. AH, DH, EH, FH 40 min. 235 min. 315 min. 355 min. 390 400-550 440-590 490-620 510-650 22 22 21 20 - LR3) Grade A, B, D, E Gr. AH, DH, EH, FH 32 Gr. AH, DH, EH, FH 36 Gr. AH, DH, EH, FH 40 min. 235 min 315 min. 355 min. 390 400-520 440-590 490-620 510-650 22 22 21 20 27 - 27 31 34 41 27 31 34 41 27 31 34 41 -60 31 34 41 30-27 28-25 27-23 - - - - - -60 34 34 41 PRESSURE VESSELS, GENERAL ASTM A285 Grade A Grade B Grade C 50mm-200mm min. 165 min. 185 min. 205 310-450 345-485 380-515 3 LIST OF STANDARD SPECIFICATIONS (Continued) Specifications Yield strength N/mm2 t<16mm 16<t<40 t>40mm Tensile Strength N/mm2 Elongation min. % Charpy V-notch Temp. (°C) Energy (J) 20 0 -20 -40 -50 Contd. PRESSURE VESSELS, GENERAL ASTM A516 Grade 55 Grade 60 Grade 65 Grade 70 EN 10028-2 P235GH P265GH P295GH P355GH 16 Mo 3 13 CrMo 4-5 10 CrMo 9-10 11 CrMo 9-10 EN 10028-3 P275 N, NH NL1 NL2 P355 N, NH NL1 NL2 P460 N, NH NL1 NL2 EN 10028-4 11 MnNi 5-3 13 MnNi 6-3 15 MnNi 6 12 Ni 14 12 Ni 19 X8 Ni9 HT 640 X8 Ni9 HT 680 X7 Ni9 EN 10028-5 P355 M ML1 ML2 P420 M ML1 ML2 P460 M ML1 ML2 EN 10028-6 P355 Q, QH QL1 QL2 min. 205 min. 220 min. 240 min. 260 235 265 295 355 275 300 310 380-515 415-550 450-585 485-620 4) 4) 4) 4) 215 245 4) 285 4) 335 4) 260 225 255 290 345 270 4) 295 350-480 410-530 4) 460-580 4) 510-650 4) 440-590 4) 450-600 4) 480-630 520-670 50mm-200mm 27-23 25-21 23-19 21-17 25 23 22 21 24-23 20 18 18 70mm 70-150 300 min. 310 4) 290 275 275 5) 265 5) * 390-510 24 23 355 355 5) 345 5) * 490-630 22 21 460 450 5) 440 5) * 570-720 17 16 t<30mm 6) 285 6) 355 6) 355 6) 355 6) 390 6) 490 6) 585 6) 585 30mm<t<50mm 6) * 275 6) * 345 6) * 345 6) * 345 6) * 380 6) * 480 6) * 575 6) * 575 420-530 490-610 490-640 490-640 530-710 640-840 680-820 680-820 t<50mm 24 22 22 22 20 18 18 18 355 355 7) 345 450-610 22 420 400 7) 390 500-660 19 460 440 7) 430 530-720 17 ***490-630 22 8) 355 8) * 335 8) ** 315 8) 4 - - - - - 31 31 31 31 27 27 27 27 - - - - 55 63 100 55 63 100 55 63 100 47 55 90 47 55 90 47 55 90 40 47 65 40 47 65 40 47 65 34 40 34 40 34 40 27 30 27 30 27 30 70 70 65 65 70 70 120 120 60 60 65 60 70 70 120 120 55 55 65 55 70 70 120 120 50 50 60 55 65 70 120 120 45 45 50 50 65 70 120 120 60 60 60 - 40 60 80 40 60 80 40 60 80 27 40 60 27 40 60 27 40 60 27 40 27 40 27 40 27 27 27 60 - 40 60 80 27 40 60 27 40 27 LIST OF STANDARD SPECIFICATIONS (Continued) Specifications Yield strength N/mm2 t<16mm 16<t<40 t>40mm Tensile Strength N/mm2 Elongation min. % Charpy V-notch Temp. (°C) Energy (J) 20 0 -20 -40 -50 Contd. PRESSURE VESSELS, GENERAL Contd. EN 10028-6 P460 Q, QH QL1 QL2 P500 Q, QH QL1 QL2 P690 Q, QH QL1 QL2 EN 10207 P235S P265S P275SL 8) 460 8) * 440 8) 8) 19 8) 500 8) * 480 8) 8) 17 8) 690 8) * 670 8) 8) 14 235 265 275 ** 400 *** 500-720 ** 440 *** 590-770 ** 630 *** 770-940 PRESSURE VESSELS, LOW TEMPERATURE SERVICE 3-40mm 40-60 26 25 225 215 360-480 22 22 255 245 410-530 24 24 265 255 390-510 60 60 60 - 40 60 80 40 60 80 40 60 80 27 40 60 27 40 60 27 40 60 27 40 27 40 27 40 -60 27 27 27 - - 28 28 - - 28 Plates : List of standards specifications 1) 1)* 1)** 1)*** 2) 2)* 3) For t50mm For 50<t100mm For 100<t150mm. For t>150mm, see EN 10137-2 For t100mm, For t>100m, see EN 10137-2 For t50mm For 50<t70mm For LR and ABS plates the difference between A, B, D, E, F grades are the impact tests. They are made at the following temperatures: A grade B/AH grade D/DH grade 4) 5) 5)* 6) 6)** 7) 8) 8)* 8)** 8)*** +20°C 0°C -20°C E/EH grade FH grade For plates thicker than 60mm, see EN 10028-2:1992 For plates thicker than 50mm, see EN 10028-3:1992 For plates thicker than 70mm, see EN 10028-3-1992 For t30mm For 30<t50mm Maximum thickness 63mm For t50mm For 50<t100mm For 100<t150mm For t100mm, For 100<t<150mm, see EN 10028-6 5 -40°C -60°C STEEL PLATES Plate Weight Width 1219 x x Length 2438 (mm) Width x 4'x8' Length 48x96 (ft) (inch) Thickness (mm) 1219 x 6096 1524 x 3048 1524 x 6096 1524 x 9144 1524 x 12192 1829 x 6096 1829 x 12192 2133 x 6096 2133 x 12192 2438 x 6096 2438 x 12192 2743 x 6096 2743 x 12192 4'x20' 5'x10' 5'x20' 5’x30’ 5'x40' 6'x20' 6'x40' 7'x20' 7'x40' 8'x20' 8'x40' 9'x20' 9'x40' 48x240 60x120 60x240 60x360 60x480 72x240 72x480 84x240 84x480 96x240 96x480 108x240 108x480 KG PC 1.2 1.4 1.5 1.8 2.0 2.3 27.99 32.66 34.99 41.99 46.65 53.65 70.00 81.66 87.50 105.00 116.66 134.16 43.75 51.05 54.69 65.63 72.92 83.86 87.51 102.10 109.39 131.27 145.85 167.73 2.5 2.8 3.0 4.0 4.3 4.5 5.0 5.8 6.0 7.5 58.32 65.32 69.98 93.31 100.31 104.98 116.64 135.31 139.97 174.97 145.83 163.33 175.00 233.33 250.83 262.50 291.66 338.33 350.00 437.50 91.16 102.10 109.39 145.85 156.79 164.09 182.32 211.49 218.78 273.48 182.32 204.20 218.78 291.71 313.59 328.18 364.64 422.98 437.57 656.35 875.14 525.14 546.96 820.44 1093.93 656.43 8 9 10 187 210 233 467 525 583 292 328 365 583 656 729 875 985 1094 1167 1313 1459 700 788 875 1400 1575 1750 817 919 1021 1634 1837 2042 933 1050 1167 1867 2100 2333 1051 1182 1313 2100 2363 2625 12 12.7 14 15 280 296 327 350 700 741 817 875 438 463 510 547 875 926 1021 1094 1313 1389 1532 1641 1750 1852 2042 2187 1050 1112 1225 1313 2100 2223 2450 2626 1225 1296 1429 1532 2450 2593 2858 3062 1400 1482 1634 1750 2800 2363 3267 3500 1575 1667 1838 1969 3151 3334 3675 3938 16 18 19 20 373 420 443 467 933 1050 1108 1167 584 656 693 729 1167 1313 1386 1459 1750 1969 2078 2188 2334 2625 2771 2917 1400 1575 1663 1751 2801 3151 3326 3501 1634 1837 1939 2041 3266 3675 3879 4083 1867 2100 2217 2333 3734 4200 4433 4667 2100 2363 2494 2625 4201 4725 4988 5250 22 24 25 513 560 583 1283 1400 1458 802 875 912 1604 1750 1823 2406 2625 2735 3209 3501 3646 1926 2101 2188 3851 4201 4376 2246 2450 2552 4491 4900 5104 5567 2800 2917 5133 5600 5833 2888 3150 3282 5776 6301 6563 25.4 26 28 30 593 607 653 700 1482 1517 1633 1750 926 948 1021 1094 1852 1896 2042 2188 2778 2884 3063 3282 3705 3792 4084 4376 2223 2276 2450 2626 4446 4551 4901 5251 2593 2654 2858 3062 5185 5308 5716 6124 2963 3033 3267 3500 5927 6067 6534 7000 3334 3413 3676 3938 6668 6826 7351 7876 32 36 38 40 747 840 887 933 1867 2100 2217 2333 1167 1313 1368 1458 2334 2625 2771 2917 3501 3938 4157 4376 4668 5251 5542 5834 2801 3151 3326 3500 5602 6302 6652 7001 3266 3675 3879 4083 6533 7349 7757 8186 3733 4200 4433 4667 7467 8400 8867 9334 4200 4725 4988 5250 8401 9450 9976 10500 45 50 55 60 65 70 1050 1167 1283 1400 1516 1633 2625 2917 3209 3500 3792 4083 1641 1823 2006 2188 2370 2553 3282 3646 4011 4376 4740 5105 4923 5470 6017 6564 7111 7658 6564 7293 8022 8752 9481 10210 3938 4376 4814 5251 5689 6127 7877 8752 9628 10503 11378 12253 4593 5104 5614 6124 6635 7145 9186 10207 11228 12249 13269 14290 5250 5833 6417 7000 7583 8167 10500 11666 12833 14000 15167 16333 5907 6563 7219 7876 8532 9188 11814 13126 14439 15751 17064 18377 * Calculated Considering Specific-Gravity of Steel at 7.85kg/mm2 and Dimension in mm 6 CHEQUERED PLATE (FLOOR PLATES OR TEAR DROP PLATES) BS EN 10025 S275 JR ASTM A 36 Thickness JIS G 3101 - SS330 JIS G 3101 - SS400 Width x Length 4’ x 8’ 1219mm x 2438mm 5’ x 10’ 1524mm x 3048mm 6’ x 20’ 1829mm x 6096mm Calculated Weight mm kg/pc lb/pc pcs/mt kg/pc lb/pc pcs/mt kg/pc lb/pc pcs/mt 3.0 75.069 165.497 13.3 117.336 258.679 8.5 281.623 620.886 3.6 4.5 110.063 242.645 9.1 172.033 379.264 5.8 412.909 910.299 2.4 6.0 145.058 319.795 6.9 226.730 499.849 4.4 544.195 1199.732 1.8 7.5 180.052 396.943 5.6 281.426 620.432 3.6 675.482 1489.168 1.5 8.0 191.717 422.659 5.2 299.659 660.628 3.3 719.244 1585.646 1.4 9.0 215.046 474.090 4.7 336.123 741.017 3.0 806.768 1778.601 1.2 10.0 238.376 525.524 4.2 372.587 821.405 2.7 894.292 1971.556 1.1 11.0 261.705 576.955 3.8 409.052 901.796 2.4 981.817 2164.514 1.0 12.0 285.035 628.388 3.5 445.516 982.185 2.2 1069.341 2357.469 0.9 13.0 308.365 679.821 3.2 481.981 1062.575 2.1 1156.876 2550.45 0.9 14.0 331.694 731.253 3.0 518.445 1142.965 1.9 1244.401 2743.406 0.8 15.0 355.024 782.686 2.8 554.910 1223.354 1.8 1331.925 2936.362 0.8 16.0 378.353 834.118 2.6 591.374 1303.744 1.7 1419.449 3129.318 0.7 *Other sizes & lengths not stipulated in the table above may be made available upon request 7 COLD-ROLLED SHEETS JIS G 3141 - SPCC Thickness Width x Length 4’ x 8’ 1219mm x 2438mm Calculated Weight mm kg/pc lb/pc pcs/mt 0.30 6.999 15.430 142.9 0.35 8.165 18.001 122.5 0.36 8.399 18.516 119.1 0.40 9.332 20.573 107.2 0.45 10.498 23.145 95.3 0.50 11.665 25.716 85.7 0.55 12.831 28.288 77.9 0.60 13.998 30.859 71.4 0.65 15.164 33.431 65.9 0.70 16.331 36.003 61.2 0.80 18.664 41.146 53.6 0.85 19.830 43.718 50.4 0.90 20.997 46.289 47.6 1.00 23.330 51.432 42.9 1.10 25.663 56.576 39.0 1.20 27.996 61.719 35.7 1.40 32.661 72.005 30.6 1.45 33.828 74.577 29.6 1.50 34.994 77.149 28.6 1.55 36.161 79.722 27.7 1.60 37.327 82.292 26.8 1.80 41.993 92.578 23.8 1.90 44.326 97.722 22.6 2.00 46.659 102.865 21.4 2.20 51.325 113.151 19.5 2.30 53.658 118.295 18.6 2.50 58.324 128.581 17.1 2.60 60.657 133.724 16.5 2.80 65.323 144.011 15.3 2.90 67.656 149.154 14.8 3.00 69.989 154.297 14.3 *Other sizes not stipulated in the table above may be available upon request 8 GALVANIZED STEEL SHEETS JIS G 3302 - SGCC JIS G 3302 - SGHC Thickness Width x Length 4’ x 8’ 1219mm x 2438mm Z 18 Z 22/ Z 25 Z 27 Calculated Weight mm kg/pc lb/pc pcs/mt kg/pc lb/pc pcs/mt kg/pc lb/pc pcs/mt 0.30 7.724 17.028 129.5 7.905 17.428 126.5 8.131 17.926 123.0 0.35 8.891 19.600 112.5 9.072 20.000 110.2 9.298 20.498 107.6 0.36 9.124 20.114 109.6 9.305 20.514 107.5 9.531 21.012 104.9 0.40 10.057 22.172 99.4 10.238 22.571 97.7 10.464 23.069 95.6 0.45 11.233 24.743 89.1 11.405 25.143 87.7 11.631 25.641 86.0 0.50 12.390 27.315 80.7 12.571 27.715 79.5 12.797 28.212 78.1 0.55 13.556 20.886 73.8 13.738 30.286 72.8 13.964 30.784 71.6 0.60 14.723 32.458 67.9 14.904 32.858 67.1 15.130 33.356 66.1 0.65 15.889 35.030 62.9 16.071 35.429 62.2 16.297 35.927 61.4 0.70 17.056 37.601 58.6 17.237 38.001 58.0 17.463 38.499 57.3 0.75 18.222 40.173 54.9 18.404 40.573 54.3 18.629 41.071 53.7 0.80 19.389 42.745 51.6 19.570 43.144 51.1 19.796 43.642 50.0 0.85 20.555 45.316 48.6 20.737 45.716 48.2 20.962 46.214 47.7 0.90 21.722 47.888 46.0 21.903 48.287 45.7 22.129 48.785 45.2 1.00 24.055 53.031 41.6 24.236 53.431 41.3 24.462 53.929 40.9 1.10 26.388 58.174 37.9 26.569 58.574 37.6 26.795 59.072 37.3 1.20 28.721 63.318 34.8 28.902 63.717 34.6 29.128 64.215 34.3 1.40 33.387 73.604 30.0 33.568 74.004 29.8 33.794 74.502 29.6 1.45 34.553 76.176 28.9 34.734 76.575 28.8 34.960 77.073 28.6 1.50 35.720 78.747 28.0 35.901 79.147 27.9 36.127 79.645 27.7 1.55 36.886 81.319 27.1 37.067 81.719 27.0 37.293 82.217 26.8 1.60 38.052 83.891 26.3 38.234 84.290 25.2 38.460 84.788 26.0 1.80 42.718 94.177 23.4 42.900 94.577 23.3 43.126 95.075 23.2 1.90 45.051 99.320 22.2 45.233 99.720 22.1 45.459 100.218 22.0 2.00 47.384 104.463 21.1 47.566 104.863 21.0 47.791 100.361 22.0 2.20 52.050 114.750 19.2 52.232 115.150 19.1 52.457 115.648 19.1 2.30 54.383 119.893 18.4 54.564 120.293 18.3 54.790 120.791 18.3 2.50 49.049 130.180 16.9 59.230 130.579 16.9 49.456 131.077 16.8 2.60 61.382 135.323 16.3 61.563 135.723 16.2 61.789 136.221 16.2 2.80 66.048 145.609 15.1 66.229 145.009 15.1 66.455 146.507 15.0 2.90 68.381 150.753 14.6 68.562 151.152 14.6 68.788 151.650 14.5 3.00 70.714 155.896 14.1 70.895 156.296 14.1 71.121 156.794 14.1 *Other sizes not stipulated in the table above may be made available upon request 9 TECHNICAL SPECIFICATION REFERENCES - Lipped Channels & Plain Channels Tolerances - JIS G 3350 & SS 104 Lipped Channel & Plain Channels Tolerances Outside Dimension Thickness Tolerances of Length JIS G 3350 SS 104 Height (H) - Under 150mm ± 1.5mm ± 1.5mm Height (H) - 150mm or over to 300mm, excl. ± 2.0mm ± 2.0mm Height (H) - 300mm or over ± 3.0mm ± 3.0mm Side (A) ± 1.5mm ± 1.5mm Lip (C) ± 2.0mm ± 1.0mm Wall Thickness Tolerances 1.6mm ± 0.22mm 2.0mm, 2.3mm ± 0.25mm 2.8mm ± 0.28mm 3.0mm, 3.2mm ± 0.30mm 4.0mm, 4.5mm ± 0.45mm 6.0mm ± 0.60mm 7m or under ± 40mm, -0mm Over 7m For each increase of 1m or its fraction in length, and 5mm to the tolerances on plus side given Out of Roundness Concavity / Convexity Squareness of Size Angle between adjacent plate parts ± 15° External Corner Profile Twist Straightness 2mm/m Mass mass < 600kg : ± 10% 600kg mass < 2000kg : ± 7.5% 2000kg mas : = 5% Note: SS 104 specification can be produced upon customer request. 10 LIPPED CHANNELS Y - Available In Hot Rolled & Galvanized Material A C JIS G 3350 SSC 400 SS 104 90° 90° t ix S.C H ly X I X I 90° 90° C A Cy Sx Y Dimension mm (in) Sectional Area Calculated Weight Centre Secondary Radius of Modulus Centre of Gravity Moment of Area Gyration of Area of Section of Shear Cx Cy ly lx 4 cm 3 Sx Sy 2.62 2.64 2.69 2.70 2.73 135 122 99.8 94.1 73.7 23.8 21.8 18.2 17.3 13.8 5.1 5.1 5.2 5.2 5.3 0 0 0 0 0 1639 1480 1214 1145 897 117 107 89.9 85.3 68.1 9.42 9.46 9.51 9.53 9.58 2.52 2.54 2.59 2.60 2.64 131 118 97.1 91.6 71.8 21.0 19.3 16.2 15.4 12.3 4.8 4.9 4.9 4.9 5.0 0 0 0 0 0 2.19 2.19 2.19 2.19 2.20 1310 1184 972 917 718 125 115 95.9 90.9 72.4 8.58 8.62 8.67 8.68 8.73 2.65 2.68 2.72 2.73 2.77 116 105 86.4 81.5 63.9 23.6 21.6 18.1 17.1 13.7 5.3 5.4 5.4 5.5 5.5 0 0 0 0 0 0 0 0 0 0 2.05 2.06 2.06 2.06 2.07 1274 1151 946 892 700 113 104 87.2 82.7 66.1 8.57 8.61 8.66 8.67 8.72 2.56 2.58 2.63 2.64 2.68 113 102 84.1 79.3 62.2 20.8 19.1 16.0 15.2 12.2 5.0 5.1 5.1 5.1 5.2 0 0 0 0 0 0 0 0 0 0 2.32 2.32 2.33 2.33 2.33 990 895 736 694 545 121 110 92.3 87.5 69.7 7.71 7.74 7.79 7.80 7.85 2.69 2.72 2.76 2.77 2.81 99.0 89.5 73.6 69.4 54.5 23.3 21.3 17.8 16.9 13.5 5.6 5.7 5.7 5.7 5.8 0 0 0 0 0 14.9 13.3 10.8 10.1 7.85 0 0 0 0 0 2.07 2.07 2.08 2.08 2.08 1690 1522 1248 1177 921 4.5 4.0 3.2 3.0 2.3 18.47 18.55 13.41 12.61 9.772 14.5 13.0 10.5 9.90 7.67 0 0 0 0 0 1.95 1.95 1.95 1.95 1.95 225x75x25 (9x3x1) 4.5 4.0 3.2 3.0 2.3 17.79 15.95 12.93 12.16 9.427 14.0 12.5 10.1 9.54 7.40 0 0 0 0 0 225x75x20 (9x3x3/4) 4.5 4.0 3.2 3.0 2.3 17.34 15.55 12.61 11.86 9.197 13.6 12.2 9.90 9.31 7.22 200x75x25 (8x3x1) 4.5 4.0 3.2 3.0 2.3 16.67 14.95 12.13 11.41 8.852 13.1 11.7 9.52 8.96 6.95 250x75x20 (10x3x3/4) Zy 9.44 9.48 9.53 9.55 9.60 18.92 16.95 13.73 12.91 10.00 4.5 4.0 3.2 3.0 2.3 3 129 118 99 93.8 74.8 cm 250x75x25 (10x3x1) cm Zx cm cm cm iy cm cm t ix 4 cm kg/m HxAxC 2 11 cm cm LIPPED CHANNELS (Continued) Y - Available In Hot Rolled & Galvanized Material A C JIS G 3350 SSC 400 SS 104 90° 90° t ix S.C H ly X I X I 90° 90° C A Cy Sx Y Dimension mm (in) Sectional Area Calculated Weight Centre Secondary Radius of Modulus Centre of Gravity Moment of Area Gyration of Area of Section of Shear Cx HxAxC t cm 200x75x20 (8x3x3/4) 4.5 4.0 3.2 3.0 2.3 175x75x20 (7x3x3/4) 2 Cy ly lx 4 kg/m cm cm cm 16.22 14.55 11.81 11.11 8.622 12.7 11.4 9.27 8.72 6.77 0 0 0 0 0 2.19 2.19 2.19 2.19 2.20 963 871 716 676 531 4.5 4.0 3.2 3.0 2.3 15.09 13.55 11.01 10.36 8.047 11.8 10.6 8.64 8.13 6.32 0 0 0 0 0 2.33 2.33 2.34 2.34 2.35 150x65x20 (6x21/2x3/4) 4.5 4.0 3.2 3.0 2.3 13.07 11.75 9.567 9.008 7.012 10.3 9.22 7.51 7.07 5.50 0 0 0 0 0 125x50x20 (5x2x3/4) 4.5 4.0 3.2 3.0 2.3 10.59 9.548 7.807 7.358 5.747 8.32 7.50 6.13 5.78 4.51 100x50x20 (4x2x3/4) 4.5 4.0 3.2 3.0 2.3 9.469 8.548 7.007 6.608 5.172 75x45x15 (3x13/4x3/5) 2.3 2.0 1.6 4.137 3.637 2.952 cm ix 4 iy Zx 3 Zy cm 3 Sx Sy cm cm cm cm cm 109 100 84.1 79.8 63.7 7.71 7.74 7.79 7.80 7.85 2.60 2.62 2.67 2.68 2.72 96.3 87.1 71.6 67.6 53.1 20.6 18.9 15.8 15.0 12.0 5.3 5.3 5.4 5.4 5.5 0 0 0 0 0 702 636 524 495 389 105 95.9 80.5 76.4 61.0 6.82 6.85 6.90 6.91 6.96 2.63 2.66 2.70 2.72 2.75 80.3 72.7 59.9 56.6 44.5 20.2 18.6 15.6 14.8 11.8 5.6 5.6 5.7 5.7 5.7 0 0 0 0 0 2.10 2.11 2.11 2.11 2.12 441 401 332 314 248 69.2 63.7 53.8 51.1 41.1 5.82 5.84 5.89 5.90 5.94 2.30 2.33 2.37 2.38 2.42 58.8 53.5 44.3 41.9 33.0 15.7 14.5 12.2 11.7 9.37 5.0 5.0 5.1 5.1 5.2 0 0 0 0 0 0 0 0 0 0 1.68 1.68 1.68 1.69 1.69 238 217 181 172 137 33.5 31.1 26.6 25.4 20.6 4.74 4.77 4.82 4.83 4.88 1.78 1.81 1.85 1.86 1.89 38.0 34.7 29.0 27.5 21.9 10.0 9.38 8.02 7.56 6.22 4.0 4.0 4.0 4.1 4.1 0 0 0 0 0 7.43 6.71 5.50 5.19 4.06 0 0 0 0 0 1.86 1.86 1.86 1.86 1.86 139 127 107 101 80.7 30.9 28.7 24.5 23.4 19.0 3.82 3.85 3.90 3.91 3.95 1.81 1.83 1.87 1.88 1.92 27.7 25.4 21.3 20.2 16.1 9.82 9.13 7.81 7.45 6.06 4.3 4.3 4.4 4.4 4.4 0 0 0 0 0 3.25 2.86 2.32 0 0 0 1.72 1.72 1.72 37.1 33.0 27.1 11.8 10.5 8.71 3.00 3.01 3.03 1.69 1.70 1.72 9.90 4.24 4.0 8.79 3.76 4.0 7.24 3.13 4.1 0 0 0 Note - Minimum coating mass : 0.244kg/m (applicable for Galvanized Lipped Channel only) - Galvanized Lipped Channel is made by hot-dip galvanized steel strip with extra-smooth surface. 12 PLAIN CHANNELS Y - Available In Hot Rolled & Galvanized Material A JIS G 3350 SSC 400 SS 104 90° ix S.C H ly X I X 90° A Cy Sx Y Dimension mm (in) Sectional Area Calculated Weight Centre Secondary Radius of Modulus Centre of Gravity Moment of Area Gyration of Area of Section of Shear Cx HxAxA t cm 250x75x75 4.5 4.0 3.2 3.0 2.3 225x75x75 2 Cy ly lx 4 kg/m cm cm cm 17.33 15.47 12.46 11.70 9.026 13.6 12.1 9.78 9.19 7.09 0 0 0 0 0 1.60 1.58 1.54 1.54 1.50 1502 1348 1096 1032 802 4.5 4.0 3.2 3.0 2.3 16.21 14.47 11.66 10.95 8.451 12.7 11.4 9.16 8.60 6.63 0 0 0 0 0 1.70 1.67 1.64 1.63 1.60 200x75x75 4.5 4.0 3.2 3.0 2.3 15.08 13.47 10.86 10.20 7.876 11.8 10.6 8.53 8.01 6.18 0 0 0 0 0 175x75x75 4.5 4.0 3.2 3.0 2.3 13.96 12.47 10.06 9.454 7.301 11.0 9.79 7.90 7.42 5.73 150x65x65 4.5 4.0 3.2 3.0 2.3 11.93 10.07 9.623 8.104 6.266 125x50x50 4.5 4.0 3.2 3.0 2.3 100x50x50 4.5 4.0 3.2 3.0 2.3 cm ix 4 iy Zx 3 Zy cm 3 Sx Sy cm cm cm 82.9 74.5 60.6 57.0 44.3 9.31 9.33 9.38 9.39 9.43 2.19 2.19 2.20 2.21 2.22 120 108 87.7 82.5 64.2 14.1 12.6 10.2 9.56 7.40 3.7 3.7 3.7 3.7 3.8 0 0 0 0 0 1166 1048 852 803 624 80.6 72.4 58.9 55.5 43.2 8.48 8.51 8.55 8.56 8.60 2.23 2.24 2.25 2.25 2.26 104 93.1 75.8 71.3 55.5 13.9 12.4 10.1 9.45 7.31 3.9 3.9 3.9 3.9 3.9 0 0 0 0 0 1.80 1.78 1.75 1.74 1.71 881 792 645 608 473 78.0 70.1 57.0 53.7 41.8 7.64 7.67 7.71 7.72 7.75 2.27 2.26 2.29 2.29 2.30 88.1 79.2 64.5 60.8 47.3 13.7 12.3 9.92 9.32 7.22 4.1 4.1 4.1 4.1 4.1 0 0 0 0 0 0 0 0 0 0 1.93 1.91 1.87 1.86 1.83 643 578 472 445 347 75.0 67.4 54.9 51.7 40.2 6.78 6.81 6.85 6.86 6.89 2.32 2.32 2.33 2.34 2.35 73.4 66.1 54.0 50.8 39.6 13.5 12.1 9.75 9.17 7.10 4.3 4.3 4.4 4.4 4.4 0 0 0 0 0 9.37 8.38 6.77 6.36 4.92 0 0 0 0 0 1.71 1.69 1.65 1.64 1.61 400 361 296 279 218 47.9 43.1 35.2 33.2 25.9 5.79 5.82 5.86 5.87 5.90 2.00 2.01 2.02 2.02 2.03 53.4 48.2 39.4 37.2 29.1 10.0 8.96 7.26 6.83 5.30 3.7 3.8 3.8 3.8 3.8 0 0 0 0 0 9.459 8.474 6.863 6.454 5.001 7.43 6.65 5.39 5.07 3.93 0 0 0 0 0 1.31 1.29 1.25 1.24 1.21 212 192 158 149 117 21.6 19.6 16.0 15.1 11.9 4.73 4.76 4.80 4.81 4.85 1.51 1.52 1.53 1.53 1.54 33.9 30.7 25.3 23.9 18.8 5.85 5.26 4.28 4.03 3.13 2.8 2.8 2.8 2.8 2.8 0 0 0 0 0 8.334 7.474 6.063 5.704 4.426 6.54 5.87 4.76 4.48 3.47 0 0 0 0 0 1.46 1.43 1.40 1.39 1.36 125 113 93.6 88.5 69.6 20.1 18.2 14.9 14.1 11.1 3.87 3.89 3.93 3.94 3.97 1.55 1.56 1.57 1.57 1.58 24.9 22.6 18.7 17.7 14.0 5.67 5.09 4.15 3.90 3.04 3.0 3.0 3.1 3.1 3.1 0 0 0 0 0 Note - Minimum coating mass : 0.244kg/m (applicable for Galvanized Lipped Channel only) - Galvanized Plain Channel is made by hot-dip galvanized steel strip with extra-smooth surface. 13 cm cm HIGH TENSILE C - PURLINS Specifications And Section Properties 300 x 100 250 x 75 200 x 75 175 x 75 175 x 65 150 x 65 125 x 50 Thickness 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 1.6mm 2.0mm 2.5mm 100 x 50 75 x 45 75 x 35 1.6mm 1.6mm 2.0mm 2.0mm 1.6mm 2.0mm 2.5mm x y L t x H x Centroid y L y B Identification ACP 125 20 50 C-purlin Nominal Thickness Flange Height Width Identification Web Flange Thickness Tip Size Area Weight H(mm) B(mm) t(mm) 2 L(mm) mm x y lyy lxx 6 4 6 Zxx 4 3 Zyy 3 3 kg/m mm mm 10 mm 10 mm 10 mm 10 mm 3 Rxx Ryy mm mm ACP07516-35 ACP07520-35 75 75 35 35 1.6 2.0 16 16 267 331 2.20 13.2 37.5 2.76 13.2 37.5 0.231 0.283 0.050 0.060 6.160 7.547 2.294 29.395 13.636 2.752 29.244 13.482 ACP07516-45 ACP07520-45 75 75 45 45 1.6 2.0 16 16 299 371 2.46 17.5 37.5 3.08 17.5 37.5 0.274 0.337 0.090 0.011 6.373 8.987 3.262 30.262 17.323 0.400 30.111 17.170 ACP10016-50 ACP10020-50 ACP10025-50 100 100 100 50 50 50 1.6 2.0 2.5 16 16 16 355 441 548 2.80 17.6 50.0 3.45 17.6 50.0 4.40 17.6 50.0 0.572 0.706 0.868 0.128 11.440 3.951 40.160 19.000 0.156 14.120 4.815 40.003 18.824 0.190 17.360 5.864 39.810 18.631 ACP12516-50 ACP12520-50 ACP12525-50 125 125 125 50 50 50 1.6 2.0 2.5 16 16 16 394 491 610 3.10 15.9 62.5 3.82 15.9 62.5 4.89 15.9 62.5 0.960 1.187 14.62 0.138 15.360 4.047 49.314 18.693 0.169 18.992 4.956 29.153 18.534 0.205 23.392 6.012 48.951 18.337 ACP15016-65 ACP15020-65 ACP15025-65 150 150 150 65 65 65 1.6 2.0 2.5 16 16 16 483 601 748 3.85 20.1 75.0 4.73 20.1 75.0 5.89 20.2 75.0 1.737 2.149 2.654 0.275 23.160 6.125 59.958 23.872 0.338 28.635 7.528 59.794 23.712 0.413 35.387 9.219 59.590 23.513 ACP17516-65 ACP17520-65 ACP17525-65 175 175 175 65 65 65 1.6 2.0 2.5 16 16 16 523 651 810 4.15 18.6 87.5 5.10 18.7 87.5 6.35 18.7 87.5 2.480 3.073 3.799 0.289 28.343 6.228 68.866 23.508 0.355 35.120 7.667 68.697 23.346 0.434 43.417 9.374 68.495 23.145 ACP17516-75 ACP17520-75 ACP17525-75 175 175 175 75 75 75 1.6 2.0 2.5 16 16 16 555 691 860 4.41 22.4 87.5 5.42 22.4 87.5 6.75 22.4 87.5 2.720 3.372 4.171 0.409 31.086 7.776 70.018 27.164 0.504 38.537 9.582 69.851 27.002 0.618 47.669 11.749 69.643 26.801 ACP20016-75 ACP20020-75 ACP 20025-75 200 200 200 75 75 75 1.6 2.0 2.5 16 16 16 595 741 923 4.76 20.9 100.0 3.702 5.90 21.0 100.0 4.592 7.39 21.0 100.0 5.685 0.427 37.020 7.893 78.885 26.785 0.525 45.920 9.722 78.714 26.622 0.644 56.850 11.926 78.500 26.419 ACP25016-75 ACP25020-75 ACP20525-75 250 250 250 75 75 75 1.6 2.0 2.5 16 16 16 675 5.38 18.5 125.0 6.236 841 6.59 18.6 125.0 7.742 1048 8.35 18.6 125.0 9.596 0.455 49.888 8.053 96.120 25.975 0.560 61.936 9.929 95.939 25.811 0.687 76.768 12.181 95.713 25.607 ACP30016-100 300 ACP30020-100 300 ACP30025-100 300 100 100 100 1.6 2.0 2.5 16 16 16 841 6.64 24.9 150.0 11.526 0.998 76.840 13.289 117.074 34.445 1048 8.35 24.9 150.0 14.314 1.230 95.427 16.378 116.869 34.261 1305 10.26 24.9 150.0 17.746 1.511 118.307 20.147 116.613 34.032 14 HIGH TENSILE Z - PURLINS Specifications And Section Properties Lapping EQ Purlin Bracket EQ Broad Flange Bolts & Nuts z z Narrow Flange Narrow Flange Rafter Purlin Brackets Broad Flange Z-Purlin Overlapping Section View 2 y F L 1 t D x Q° x D-Depth F-Narrow Flange E-Broad Flange L-Lipped t-Thickness 1 L E Z-Purlin 2 y Mass Second Moment Area Per Unit Of Length Area Dimension Radius Of Cyration Section Modulus rX ry mm mm 0.154 9.501 3.324 0.189 11.797 4.085 0.242 14.763 5.157 40.10 39.90 39.80 22.30 22.00 22.20 1.030 1.250 1.590 0.162 0.198 0.264 49.90 49.60 49.30 24.40 24.60 24.60 3.85 4.73 5.89 1.612 2.020 2.524 0.395 17.741 6.30 60.00 0.498 26.147 7.936 59.80 0.627 32.671 10.032 59.50 29.70 29.70 29.70 588.0 710.0 887.5 4.76 5.90 7.39 3.556 4.535 5.709 0.643 34.483 8.374 79.70 0.860 43.981 11.227 79.60 1.103 55.513 14.397 79.40 33.90 34.60 34.90 644.6 806.0 1007.5 5.38 6.59 8.35 7.283 7.620 8.640 0.781 0.833 1.080 10.03 100.60 10.80 97.10 14.20 96.90 33.00 D E F L t A Code no. mm mm mm mm mm mm kg/m 10 mm 10 mm 10 mm 10 mm AZP10016 AZP10020 AZP10025 100 100 100 54 54 54 49 49 49 13 13 13 1.6 2.0 2.5 331.2 414.0 517.5 2.80 3.45 4.40 0.601 0.622 0.776 AZP12516 AZP12520 AZP12525 125 125 125 54 54 54 49 49 49 13 13 13 1.6 2.0 2.5 371.2 464.0 580.0 3.10 3.82 4.89 AZP15016 AZP15020 AZP15025 150 150 150 70 70 70 64 64 64 14 14 14 1.6 2.0 2.5 457.6 572.0 715.0 AZP20016 AZP20020 AZP20025 200 200 200 79 79 79 73 73 73 15 15 15 1.6 2.0 2.5 AZP25016 AZP25020 AZP26025 250 250 250 79 79 79 73 73 73 15 15 15 1.6 2.0 2.5 15 1x 1y 1x 15.74 16.70 21.46 54.83 59.30 74.90 Zx 4.30 5.51 7.10 32.10 32.50 Pre-Punched Hole Arrangements and Options Galvanized C and Z-Purlins are manufactured in custom cut lengths. It can be supplied either with or without punched holes. If punched holes are required, the following are pre-punched holes arrangements and options: d H Ø14 Ø16 Ø18 Ø14 x22 Ø18 x22 Ø14 Ø16 Ø18 Ø14 x22 Ø18 x22 d/2 Ø14 Double Hole Offset Height Ø14mm Ø16 Single Hole Centre Ø16mm Ø18 Ø14 x22 Ø18 x22 Single Hole Offset Ø18mm Ø14 x 22mm Ø18 x 22mm H(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) 100 50 25 50 25 50 25 50 25 50 25 25, 30 50, 55, 60 25, 27.5 125 50 25 50,70 25, 35 50, 60 50 25 150 50, 80 25, 40 50, 70, 100 25, 35, 50 50, 60, 100 25, 30, 50 50, 55, 60 25, 27.5, 50 50 25 175 50, 80 25, 40 50, 70, 100 25,3 5, 50 50, 60, 100 25, 30, 50 50, 55, 60 25, 27.5, 50 50 25 200 50, 80 25, 40 50, 70, 100 25, 35, 50 50, 60, 100 25, 30, 50 50, 55, 60 25, 27.5, 50 50 25 250 50, 80 25, 40 50, 70, 100 25, 35, 50 50, 60, 100 25, 30, 50 50, 55, 60 25, 27.5, 50 50 25 300 50, 80 25, 40 50, 70, 100 25, 35, 50 50, 60, 100 25, 30, 50 50, 55, 60 25, 27.5, 50 50 25 The following are pre-punched holes arrangement : Height Ø14mm H(mm) d(mm) 100 125 Ø16mm d/2(mm) d(mm) 40, 50 20, 25 40, 75 25, 37.5 150 40, 100 20, 50 175 40, 125 20, 62.5 200 40, 150 20, 75 250 80, 200 40, 100 Ø18mm d/2(mm) d(mm) 40, 50 20, 25 40, 75 20, 37.5 40, 100 20, 50 40, 125 20, 62.5 40, 150 20, 75 80, 200 40, 100 Ø14 x 22mm d/2(mm) d(mm) 40, 50 20, 25 40, 75 25, 37.5 40, 100 20, 50 40, 125 20, 62.5 40, 150 25, 75 80, 200 40, 100 Ø18 x 22mm d/2(mm) d(mm) 40, 50 20, 25 40, 50 20, 25 40, 75 20, 37.5 40, 75 20, 37.5 40, 100 20, 50 40, 100 20, 50 40, 125 20, 62.5 40, 125 20, 62.5 40, 150 20, 75 40, 150 20, 75 80, 200 40, 100 80, 200 40, 100 d/2(mm) Note : The minimum distance from the edge of C-Purlin to the centre of the first set of pre-punched holes is 25mm. Ø14 H Ø16 Ø18 Ø14 x 22 Ø18 x 22 d d/2 Ø14 Double Holes Offset Ø16 Ø18 Ø14 x 22 Ø18 x 22 Single Holes Offset Standard Pre-Punched Holes Distance Height Ø14mm Ø16mm Ø18mm Ø14 x 22mm Ø18 x 22mm H(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) d(mm) d/2(mm) 100 50 25 50 25 50 25 50 25 50 25 125 50, 75 25, 37.5 50, 75 25, 37.5 50, 75 25, 37.5 50, 75 25, 37.5 50, 75 25, 37.5 150 50, 100 25, 50 50, 100 25, 50 50, 100 25, 50 50, 100 25, 50 50, 100 25, 50 175 50, 125 25, 62.5 50, 125 25, 62.5 50, 125 25, 62.5 50, 125 25, 62.5 50, 125 25, 62.5 200 50, 150 25, 75 50, 150 25, 75 50, 150 25, 75 50, 150 25, 75 50, 150 25, 75 250 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 300 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 50, 200 25, 100 Note : The minimum distance from the edge of Z-Purlin to the centre of the first set of pre-punched holes is 25mm. 16 The purlin load table are derived in accordance to 855950 : Part 5 : 1987 “Code of Practice for Design of Cold Formed Section” with maximum roof pitch 30° and roofing sheet distributed load 6.55kg/m2 Maximum Allowable Span (m) Purlin Spacing Size 75 x 35 x 1.6 75 x 35 x 2.0 75 x 45 x 1.6 75 x 45 x 2.0 100 x 50 x 1.6 100 x 50 x 2.0 100 x 50 x 2.5 125 x 50 x 1.6 125 x 50 x 2.0 125 x 50 x 2.5 150 x 65 x 1.6 150 x 65 x 2.0 150 x 65 x 2.5 175 x 65 x 1.6 175 x 65 x 2.0 175 x 65 x 2.5 175 x 75 x 1.6 175 x 75 x 2.0 175 x 75 x 2.5 200 x 75 x 1.6 200 x 75 x 2.0 200 x 75 x 2.5 250 x 75 x 1.6 250 x 75 x 2.0 250 x 75 x 2.5 300 x 95 x 1.6 300 x 95 x 2.0 300 x 95 x 2.5 0.9 4.0 4.3 4.3 4.5 5.4 5.8 6.1 6.4 6.8 7.2 7.7 8.2 8.7 8.7 9.2 9.8 9.0 9.5 10.1 9.9 10.5 11.1 11.7 12.4 13.1 14.1 14.9 15.8 1.2 3.7 3.9 3.9 4.1 5.0 5.3 5.6 5.9 6.3 6.7 7.1 7.6 8.0 8.0 8.5 9.0 8.2 8.8 9.3 9.1 9.7 10.2 10.7 11.4 12.1 13.0 13.9 14.7 1.5 3.4 3.7 3.6 3.9 4.6 4.9 5.2 5.5 5.8 6.2 6.6 7.1 7.5 7.5 8.0 8.5 7.7 8.2 8.7 8.5 9.1 9.6 10.1 10.7 11.4 12.2 13.0 13.8 1.8 3.2 3.5 3.4 3.7 4.4 4.7 5.0 5.2 5.5 5.9 6.3 6.7 7.1 7.1 7.5 8.0 7.3 7.8 8.3 8.0 8.6 9.1 9.5 10.2 10.8 11.6 12.4 13.1 2.1 3.1 3.3 3.3 3.5 4.2 4.4 4.7 4.9 5.3 5.6 6.0 6.4 6.8 6.7 7.2 7.7 6.9 7.4 7.9 7.7 8.2 8.7 9.1 9.7 10.3 11.1 11.8 12.6 2.4 2.9 3.1 3.1 3.3 4.0 4.3 4.5 4.7 5.1 5.4 5.7 6.1 6.5 6.4 6.9 7.4 6.7 7.1 7.6 7.4 7.9 8.4 8.7 9.3 9.9 10.6 11.4 12.1 Disclaimer : The information on the materials presented herein is provided for informational purposes only. We shall not be liable for any loss or damage whatsoever arising from, but not limited to the usage of information provided. Any omission, error, typographical errors and technical inaccuracles relating to the information may be changed or updated without notice. Precautions Contact between galvanized steel and incompatible materials (e.g. Copper tube) must be avoided as premature corrosion could happen. Purlins should be stored off the ground on a slightly sloped position. Delivery, Storage and Handling Upon delivery, exercise care in unloading, stacking, moving, storing and erecting to prevent twisting, bending, scratching or denting. Store it in a safe, dry environment under a waterproof covering. Allow adequate ventilation to prevent condensation. Purlins should be stored off the ground on a slightly sloped position. 17 Specification BS 1387 : 1985 JIS G 3452 ASTM A53 Classification Carbon Steel Pipes For Ordinary Piping ASTM Standard Welded Steel Pipes Welded Steel Tubes- Light, Medium & Heavy TECHNICAL SPECIFICATION REFERENCES - STEEL PIPES Designation of Grade - Mechanical Properties Chemical Composition % Tensile Strength Min Yield Strength Min Elongation Min N/mm2 N/mm2 % 320 to 460 195 20 (N3) C Si Mn Max Max Max P S Bending Bending Flattening Test Angle Radius Max Max H 1.20 0.045 0.045 180° 6D 3/5 D 0.040 0.040 90° 6D 2/3 D 90° 12D 1/3 D 0.20 - - - 0.25 - 0.95 0.050 0.060 specification 0.30 - 1.20 0.050 0.060 - 0.30- 0.040 0.040 0.70 (N1) Test Bend Test (N2) Piece No. 11 & 12 - 30min SGP 290min. (N1) Test - Piece ERW Steel Tubes for Cement Lined Pipes BS 3601 Alpine Manufacturer Standard Welded Steel Pipes APM S 002 No. 5 - 25 min As specified in Grade A 330min. 205min. Grade B 415min. 240min. ERW 320 320 - 460 195min. 25 (N3) 0.16 ERW 430 430 - 570 275min. 22 (N3) 0.21 0.35 0.40- 0.040 0.040 1.20 (A) (A A) 270min. 170min. 20 (N3) 0.20 A-53 - 1.20 0.045 0.045 As specified in - - BS 3601 Specification 90° 6D 1/3 D Notes: (N1) - When the tensile test is carried out on No.12 or No.15 test piece for the pipe under 8mm in wall thickness, the minimum value of elongation shall be obtained by subtracting 1.5% from the thickness values of elongation given in Table above for each 1mm decrease in wall thickness, and rounding off to an integer in accordance with JIS Z 8401 . (N1) - The values of elongation given in Table above shall not apply to the pipe whose nominal size is 32mm or smaller. (N2) - Bend test in table above only applied to pipes of nominal size 2” (50mm) or smaller. (N3) - Gauge length Lo = 5.65¥So (%) H - Distance between the plates D - Outside diameter of the pipe APM S 002 - Manufacturer Standard 18 WELDED STEEL PIPES HEAVY (C) MEDIUM (B) LIGHT (A) CLASS MS 863 BS 1387 - 1985 Tolerance: Nominal Size Outside Diameter Maximum Minimum Wall Thickness Calculated Weight Plain Ends Threads and Coupling Number of Threads Socket Test Outer Min Diameter Length Pressure mm in mm mm mm kg/m kg/ft lb/ft kg/m kg/ft lb/ft per inch mm mm Bar Psi 15 1/2 21.4 21.0 2.0 0.947 0.291 0.642 0.956 0.956 0.291 14 27.8 38.1 50 725 20 3/4 26.9 26.4 2.3 1.38 0.421 0.928 1.39 0.424 0.935 14 34.1 41.3 50 725 25 1 33.8 33.2 2.6 1.98 0.604 1.33 2.00 0.61 1.34 11 42.1 47.6 50 725 32 1 1/4 42.5 41.9 2.6 2.54 0.774 1.71 2.57 0.78 1.73 11 51.6 54.0 50 725 40 1 1/2 48.4 47.8 2.9 3.23 0.985 2.17 3.27 1.00 2.20 11 57.9 57.2 50 725 50 2 60.2 59.6 2.9 4.08 1.24 2.73 4.15 1.26 2.78 11 70.6 63.5 50 725 65 2 1/2 76.0 75.2 3.2 5.71 1.74 3.83 5.83 1.78 3.92 11 87.3 69.9 50 725 80 3 88.7 87.9 3.2 6.72 2.05 4.52 6.89 2.10 4.63 11 101.6 76.2 50 725 100 4 113.9 113.0 3.6 9.75 2.97 6.55 10.00 3.05 6.72 11 128.6 88.9 50 725 15 1/2 21.7 21.1 2.6 1.21 0.369 0.814 1.22 0.372 0.82 14 27.8 38.1 50 725 20 3/4 27.2 26.6 2.6 1.56 0.475 1.05 1.57 0.479 1.06 14 34.1 41.3 50 725 25 1 34.2 33.4 3.2 2.41 0.735 1.62 2.43 0.741 1.63 11 42.1 47.6 50 725 32 1 1/4 42.9 42.1 3.2 3.1 0.945 2.08 3.13 0.954 2.10 11 51.6 54 50 725 40 1 1/2 48.8 48 3.2 3.57 1.09 2.40 3.61 1.10 2.43 11 57.9 57.2 50 725 50 2 60.8 59.8 3.6 5.03 1.53 3.37 5.10 1.55 3.42 11 70.6 63.5 50 725 65 2 1/2 76.6 75.4 3.6 6.43 1.96 4.32 6.55 2.00 4.41 11 87.3 69.9 50 725 80 3 89.5 88.1 4.0 8.37 2.55 5.62 8.54 2.60 5.73 11 101.6 76.2 50 725 100 4 114.9 113.3 4.5 12.2 3.72 8.2 12.5 3.81 8.40 11 128.6 88.9 50 725 125 5 140.6 138.7 5.0 16.6 5.06 11.2 17.1 5.21 11.5 11 155.6 95.3 50 725 150 6 166.1 164.1 5.0 19.7 6.00 13.2 20.3 6.19 13.6 11 184.2 95.3 50 725 15 1/2 21.7 21.1 3.2 1.44 0.439 0.968 1.45 0.442 0.974 14 27.8 38.1 50 725 20 3/4 27.2 26.6 3.2 1.87 0.57 1.257 1.88 0.573 1.263 14 34.1 41.3 50 725 25 1 34.2 33.4 4.0 2.94 0.896 1.98 2.96 0.902 1.99 11 42.1 47.6 50 725 32 1 1/4 42.9 42.1 4.0 3.80 1.16 2.56 3.83 1.17 2.58 11 51.6 54 50 725 40 1 1/2 48.8 48.0 4.0 4.38 1.34 2.95 4.42 1.35 2.98 11 57.9 57.2 50 725 50 2 60.8 59.8 4.5 6.19 1.89 4.17 6.26 1.91 4.21 11 70.6 63.5 50 725 65 2 1/2 76.6 75.4 4.5 7.93 2.42 5.34 8.05 2.45 5.4 11 87.3 69.9 50 725 80 3 89.5 88.1 5.0 10.3 3.14 6.92 10.5 3.20 7.05 11 101.6 76.2 50 725 100 4 114.9 113.3 5.4 14.5 4.42 9.71 14.8 4.51 9.94 11 128.6 88.9 50 725 125 5 140.6 138.7 5.4 17.9 5.46 12.0 18.4 5.61 12.4 11 155.6 95.3 50 725 150 6 166.1 164.1 5.4 21.3 6.46 14.3 21.9 6.68 14.7 11 184.2 95.3 50 725 Wall thickness: Length: Mass: Light (A) - 8% Medium (B) and Heavy (C) - 10% Plus 50mm or minus zero (Manufacturer Standard) The mean consignment mass for quantities of 150mm and cover of one size shall not deviate by more than ±4% from the mass of consignment calculated from the mass given in the above Table as appropriate. No single tube shall deviate by more than +10%, -8% from the mass given in the above Table as appropriate. 19 Welded Steel Pipes For General Purposes APM S 002 Outside Diameter Nominal Maximum Size CLASS Minimum Wall Calculated Weight Thickness Plain Ends mm in mm in mm in mm in kg/m kg/ft lb/ft 90 3 1/2 102.0 3.98 101.1 3.95 3.2 0.126 7.761 2.366 5.22 15 1/2 21.4 0.84 21.0 0.83 1.6 0.063 0.773 0.236 0.520 20 3/4 26.9 1.06 26.4 1.04 1.6 0.063 0.990 0.302 0.666 25 1 33.8 1.33 33.2 1.31 1.9 0.075 1.48 0.451 0.994 32 1 1/4 42.5 1.67 41.9 1.65 1.9 0.075 1.89 0.576 1.27 40 1 1/2 48.4 1.90 47.8 1.88 1.9 0.075 2.16 0.658 1.45 EXTRA 50 2 60.2 2.30 59.6 2.35 1.9 0.075 2.72 0.829 1.83 LIGHT (AA) 65 2 1/2 76.0 2.99 75.2 2.96 1.9 0.075 3.45 1.05 2.31 80 3 88.7 3.49 87.9 3.46 2.1 0.083 4.46 1.36 3.00 90 3 1/2 102.0 3.98 101.1 3.95 2.1 0.083 5.15 1.57 3.46 100 4 113.9 4.48 113.0 4.45 2.3 0.091 6.31 1.92 4.23 125 5 140.6 5.53 138.7 5.46 4.0 0.157 13.4 4.08 8.99 150 6 166.1 6.54 164.1 6.46 4.0 0.157 15.9 4.85 10.7 25 1 33.8 1.33 33.2 1.31 1.6 0.063 1.259 0.384 0.847 32 1 1/4 42.5 1.67 41.9 1.65 1.6 0.063 1.602 0.488 1.076 40 1 1/2 48.4 1.90 47.8 1.88 1.6 0.063 1.835 0.559 1.233 50 2 60.2 2.30 59.6 2.35 1.6 0.063 2.300 0.701 1.546 65 2 1/2 76.0 2.99 75.2 2.96 1.6 0.063 2.920 0.890 1.962 80 3 88.7 3.49 87.9 3.46 1.6 0.063 3.421 1.043 2.300 100 4 113.9 4.48 113.0 4.45 1.9 0.075 5.226 1.593 3.513 125 5 140.6 5.53 138.7 5.46 3.0 0.118 10.11 3.082 6.796 150 6 166.1 6.54 164.1 6.46 3.0 0.118 11.99 3.655 8.059 LIGHT (A) (AAA) Thickness Tolerances: ± 10% 20 Carbon Steel Pipes For Ordinary Piping JIS G 3452 - SGP Nominal Outside Diameter Size Wall Calculated Weight Test Thickness Plain Ends Pressure in. mm mm Max. (mm) Min. (mm) mm kg/m lb/ft kg/cm Psi 1/2 15 21.7 22.2 21.2 2.8 1.31 0.88 25 360 3/4 20 27.2 27.7 26.7 2.8 1.68 1.13 25 360 1 25 34.0 34.5 33.5 3.2 2.43 1.63 25 360 1 1/4 32 42.7 43.2 42.2 3.5 3.38 2.27 25 360 1 1/2 40 48.6 49.1 48.1 3.5 3.89 2.61 25 360 2 50 60.5 61.1 59.9 3.8 5.31 3.57 25 360 2 1/2 65 76.3 77.1 75.5 4.2 7.47 5.02 25 360 3 80 89.1 90.0 88.2 4.2 8.79 5.91 25 360 3 1/2 90 101.6 102.6 100.6 4.2 10.1 6.79 25 360 4 100 114.3 115.4 113.2 4.5 12.2 8.20 25 360 5 125 139.8 141.2 138.4 4.5 15.0 10.1 25 360 6 150 165.2 166.8 163.6 5.0 19.8 13.3 25 360 7 175 190.7 192.3 189.1 5.3 24.2 16.3 25 360 8 200 216.3 218.0 214.6 5.8 30.1 20.2 25 360 10 250 267.4 269.5 265.3 6.6 42.4 28.5 25 360 12 300 318.5 321.0 316.0 6.9 53.0 35.6 25 360 14 350 355.6 358.4 352.8 7.9 67.7 45.5 25 360 16 400 406.4 409.7 403.1 7.9 77.6 52.2 25 360 18 450 457.2 460.9 453.5 7.9 87.5 58.8 25 360 Thickness Tolerances: - 12.5% 21 Electric Welded Non-alloy Steel Tubes for Cement Lined Pipes MS 1968 / BS EN 10224 / BS 534 / Manufacturer’s Standard Outside Diameter* Minimum Wall Thickness* Outside Diameter Calculated Weight max. min. Plain Ends Maximum Test Pressure mm mm mm mm kg/m bar 114.3 3.6 115.4 113.2 9.83 70 139.7 3.6 141.1 138.3 12.08 70 168.3 3.6 170.0 166.6 14.62 70 193.7 4.0 195.2 192.2 18.71 70 219.1 4.0 221.3 216.9 21.22 70 244.5 4.0 246.3 242.7 23.72 70 273.0 4.0 275.0 271.0 26.53 64 323.9 4.0 326.3 321.5 31.55 54 355.6 4.5 358.3 352.9 38.96 56 Note: Other diameters and / or thicknesses may be available by agreement with the manufacturer. The following sizes are also available upon request: Outside Diameter* Minimum Wall Thickness* Outside Diameter Calculated Weight max. min. Plain Ends mm mm mm mm kg/m 121.9 4.1 123.1 120.7 11.91 152.4 4.0 153.9 150.9 14.64 177.3 4.1 178.6 176.0 17.51 232.2 4.1 283.9 230.5 23.06 286.0 4.1 288.2 283.9 28.50 345.4 5.8 348.0 342.8 48.57 British Standard Steel Tubes For Scaffolding BS 1139:SECTION 1.1:1990 Nominal Size Outside Wall Calculated Cross- Second Section of Radius Of Plastic Diameter Thickness* Weight Sectional Moment Of Modulus Of Gyration Modulus Area Inertia Area max. min. mm mm mm mm kg/m cm2 cm4 cm3 cm cm3 48.3 48.8 47.8 4.0 4.37 5.57 13.80 5.70 1.57 7.87 Note: *Thickness tolerances: ± 10% 22 SQUARE HOLLOW SECTIONS Y x x ASTM A - 500 Y Wall Thickness Nominal Size Calculated Weight Sectional Area Moment of Inertia lx ly Zx Zy Radius of Gyration ix iy Section Modulus Plastic Modulus Sx Sy mm in. mm kg/m kg/6m cm2 cm4 cm4 cm3 cm3 cm cm cm3 cm3 20 x 20 25 x 25 — 1x1 30 x 30 — 32 x 32 1 1/4 x 1 1/4 35 x 35 — 38 x 38 1 1/2 x 1 1/2 40 x 40 — 50 x 50 2x2 60 x 60 — 65 x 65 2 1/2 x 2 1/2 75 x 75 3x3 80 x 80 — 1.6 1.6 2.3 3.0 1.6 2.3 3.0 1.6 1.8 2.0 2.3 3.0 3.2 1.6 2.0 2.3 3.0 1.6 2.0 2.3 3.0 1.6 1.9 2.0 2.3 3.0 1.6 1.9 2.3 3.0 4.0 4.5 5.0 6.0 1.6 2.3 3.0 4.0 4.5 1.6 2.3 3.0 4.0 4.5 5.0 6.0 1.6 2.3 3.0 4.0 4.5 5.0 6.0 2.30 3.00 4.00 4.50 5.00 6.00 0.873 1.160 1.600 2.010 1.410 1.970 2.480 1.510 1.690 1.860 2.110 2.670 2.830 1.626 1.992 2.255 2.833 1.810 2.230 2.540 3.240 1.880 2.200 2.310 2.620 3.300 2.410 2.800 3.410 4.250 5.450 6.020 6.560 7.560 2.880 4.060 5.180 6.710 7.430 3.133 4.420 5.660 7.340 8.140 8.920 10.400 3.636 5.140 6.600 8.600 9.550 10.500 12.300 5.505 7.072 9.223 10.259 11.270 13.215 5.238 6.960 9.600 12.060 8.460 11.820 14.880 9.060 10.140 11.160 12.660 16.020 16.980 9.756 11.952 13.530 16.998 10.860 13.380 15.240 19.440 11.280 13.200 13.860 15.720 19.800 14.460 16.800 20.460 25.500 32.700 36.120 39.360 45.360 17.280 24.360 31.080 40.260 44.580 18.798 26.520 33.960 44.040 48.840 53.520 62.400 21.816 30.840 39.600 51.600 57.300 63.000 73.800 33.028 42.430 55.336 61.556 67.622 79.289 1.112 1.48 2.04 2.56 1.80 2.50 3.16 1.92 2.15 2.37 2.69 3.40 3.60 2.07 2.54 2.87 3.61 2.31 2.85 3.24 4.12 2.39 2.80 2.94 3.33 4.21 3.08 3.62 4.34 5.41 6.95 7.67 8.36 9.63 3.67 5.17 6.60 8.55 9.46 3.99 5.63 7.21 9.35 10.37 11.36 13.23 4.63 6.55 8.41 10.95 12.17 13.36 15.63 7.01 9.01 11.75 13.07 14.36 16.83 0.608 1.34 1.75 2.06 2.40 3.19 3.83 2.95 3.25 3.53 3.93 4.75 4.95 3.79 4.51 4.99 5.95 5.08 6.12 6.85 8.38 5.79 6.67 6.94 7.73 9.39 12.0 13.92 16.4 19.5 23.7 25.5 27.0 29.5 20.70 28.30 35.04 42.30 46.88 26.5 36.4 45.4 56.6 61.6 66.1 73.9 41.3 57.1 71.6 90.2 98.6 106.0 120.0 69.9 87.8 111.0 121.6 131.5 149.2 0.608 1.34 1.75 2.06 2.40 3.19 3.83 2.95 3.25 3.53 3.93 4.75 4.95 3.79 4.51 4.99 5.95 5.08 6.12 6.85 8.38 5.79 6.67 6.94 7.73 9.39 12.0 13.92 16.4 19.5 23.7 25.5 27.0 29.5 20.70 28.30 35.04 42.30 46.88 26.5 36.4 45.4 56.6 61.6 66.1 73.9 41.3 57.1 71.6 90.2 98.6 106.0 120.0 69.9 87.8 111.0 121.6 131.5 149.2 0.608 1.07 1.40 1.65 1.60 2.12 2.55 1.84 2.03 2.21 2.46 2.97 3.10 2.17 2.58 2.85 3.40 2.67 3.22 3.61 4.41 2.90 3.33 3.47 3.86 4.70 4.79 5.57 6.56 7.79 9.49 10.2 10.8 11.8 6.89 9.44 11.7 14.1 15.6 8.2 11.2 14.0 17.4 18.9 20.3 22.7 11.0 15.2 19.1 24.0 26.3 28.4 32.0 17.5 22.0 27.8 30.4 32.9 37.3 0.608 1.07 1.40 1.65 1.60 2.12 2.55 1.84 2.03 2.21 2.46 2.97 3.10 2.17 2.58 2.85 3.40 2.67 3.22 3.61 4.41 2.90 3.33 3.47 3.86 4.70 4.79 5.57 6.56 7.79 9.49 10.2 10.8 11.8 6.89 9.44 11.7 14.1 15.6 8.2 11.2 14.0 17.4 18.9 20.3 22.7 11.0 15.2 19.1 24.0 26.3 28.4 32.0 17.5 22.0 27.8 30.4 32.9 37.3 0.739 0.95 0.93 0.90 1.16 1.13 1.10 1.24 1.23 1.22 1.21 1.18 1.17 1.35 1.33 1.32 1.28 1.48 1.47 1.45 1.43 1.56 1.55 1.54 1.52 1.51 1.97 1.96 1.94 1.90 1.85 1.82 1.80 1.75 2.37 2.34 2.30 2.24 2.22 2.58 2.54 2.51 2.46 2.44 2.41 2.36 2.99 2.95 2.92 2.87 2.85 2.82 2.77 3.16 3.12 3.07 3.05 3.03 2.98 0.739 0.95 0.93 0.90 1.16 1.13 1.10 1.24 1.23 1.22 1.21 1.18 1.17 1.35 1.33 1.32 1.28 1.48 1.47 1.45 1.43 1.56 1.55 1.54 1.52 1.51 1.97 1.96 1.94 1.90 1.85 1.82 1.80 1.75 2.37 2.34 2.30 2.24 2.22 2.58 2.54 2.51 2.46 2.44 2.41 2.36 2.99 2.95 2.92 2.87 2.85 2.82 2.77 3.16 3.12 3.07 3.05 3.03 2.98 0.751 1.29 1.73 2.10 1.91 2.59 3.18 2.19 2.42 2.65 2.98 3.68 3.86 2.57 3.09 3.46 4.23 3.14 3.83 4.32 5.38 3.41 4.05 4.13 4.96 6.27 5.57 6.52 7.74 9.39 11.7 12.8 13.7 15.3 8.66 11.0 14.0 17.8 19.5 9.4 13.1 16.6 21.0 23.1 25.0 28.5 12.7 17.7 22.5 28.8 31.7 34.5 39.6 20.3 25.8 33.1 36.5 39.7 45.8 0.751 1.29 1.73 2.10 1.91 2.59 3.18 2.19 2.42 2.65 2.98 3.68 3.86 2.57 3.09 3.46 4.23 3.14 3.83 4.32 5.38 3.41 4.05 4.13 4.96 6.27 5.57 6.52 7.74 9.39 11.7 12.8 13.7 15.3 8.66 11.0 14.0 17.8 19.5 9.4 13.1 16.6 21.0 23.1 25.0 28.5 12.7 17.7 22.5 28.8 31.7 34.5 39.6 20.3 25.8 33.1 36.5 39.7 45.8 23 SQUARE HOLLOW SECTIONS (Continued) Y x x ASTM A - 500 Y Wall Thickness Nominal Size Calculated Weight Sectional Area Moment of Inertia lx ly Section Modulus Zx Zy Radius of Gyration ix iy Plastic Modulus Sx Sy mm in. mm kg/m kg/6m cm2 cm4 cm4 cm3 cm3 cm cm cm3 cm3 90 x 90 3 1/2 x 3 1/2 100 x 100 4x4 120 x 120 - 125 x 125 5x5 150 x 150 6x6 180 x 180 - 200 x 200 8x8 250 x 250 10 x 10 300 x 300 12 x 12 350 x 350 14 x 14 2.3 3.0 4.0 4.5 5.0 6.0 2.3 3.0 4.0 4.5 5.0 6.0 9.0 2.3 3.0 4.0 4.5 5.0 6.0 9.0 3.0 4.0 4.5 5.0 6.0 9.0 3.0 4.0 4.5 5.0 6.0 9.0 4.00 4.50 5.00 6.00 9.00 4.00 4.50 5.00 6.00 9.00 10.00 12.00 16.00 5.00 6.00 9.00 10.00 12.00 16.00 6.00 9.00 10.00 12.00 16.00 6.00 9.00 10.00 12.00 16.00 6.230 8.010 10.500 11.700 12.800 15.100 6.950 8.960 11.700 13.100 14.400 17.000 24.100 8.394 10.840 14.247 15.911 17.550 20.751 29.732 11.300 14.900 16.600 18.300 21.700 31.100 13.700 18.000 20.200 22.300 26.400 38.200 21.783 24.389 26.970 32.055 46.690 24.295 27.215 30.110 35.823 52.342 57.641 67.932 87.274 37.960 45.243 66.472 73.341 86.772 112.394 54.663 80.602 89.041 105.612 137.514 64.083 94.732 104.741 124.452 162.634 37.380 48.060 63.000 70.200 76.800 90.600 41.700 53.760 70.200 78.600 86.400 102.000 144.600 50.364 65.040 85.482 95.466 105.300 124.506 178.392 67.800 89.400 99.600 109.800 130.200 186.600 82.200 108.000 121.200 133.800 158.400 229.200 130.698 146.334 161.820 192.330 280.140 145.770 163.290 180.660 214.938 314.052 345.846 407.592 523.644 227.760 271.458 398.832 440.046 520.632 674.364 327.978 483.612 534.246 633.672 825.084 384.498 568.392 628.446 746.712 975.804 7.93 10.21 13.35 14.87 16.36 19.23 8.85 11.41 14.95 16.67 18.36 21.63 30.00 10.69 13.81 18.15 20.27 22.36 26.43 37.88 14.41 18.95 21.17 23.36 27.63 39.00 17.41 22.95 25.67 28.36 33.63 48.00 27.75 31.07 34.36 40.83 59.48 30.95 34.67 38.36 45.63 66.68 73.43 86.54 111.18 48.36 57.63 84.68 93.43 110.54 143.18 69.63 102.68 113.43 134.54 175.18 81.63 120.68 133.43 158.54 207.18 101.0 127.0 162.0 178.0 193.0 220.0 140.0 177.0 226.0 249.0 271.0 311.0 391.0 245.3 312.4 402.3 444.7 485.5 562.2 755.3 354.0 457.0 506.0 553.0 641.0 838.0 623.0 808.0 896.0 982.0 1146.0 1540.0 1421.8 1581.3 1736.9 2036.6 2846.1 1968.2 2191.6 2410.2 2832.9 3988.8 4337.9 4983.9 6076.9 4805.1 5672.2 8093.6 8842.3 10254.8 12752.3 9963.9 14341.3 15714.5 18335.4 23089.4 16008.1 23182.0 25454.7 29825.7 37888.2 101.0 127.0 162.0 178.0 193.0 220.0 140.0 177.0 226.0 249.0 271.0 311.0 391.0 245.3 312.4 402.3 444.7 485.5 562.2 755.0 354.0 457.0 506.0 553.0 641.0 838.0 623.0 808.0 896.0 982.0 1146.0 1540.0 1421.8 1581.3 1736.9 2036.6 2846.1 1968.2 2191.6 2410.2 2832.9 3988.8 4337.9 4983.9 6076.9 4805.1 5672.2 8093.6 8842.3 10254.8 12752.3 9963.9 14341.3 15714.5 18335.4 23089.4 16008.1 23182.0 25454.7 29825.7 37888.2 22.4 28.3 36.0 39.5 42.9 49.0 27.9 35.4 45.3 49.9 54.2 62.3 78.1 40.9 52.1 67.0 74.1 80.9 93.7 125.9 56.7 73.2 80.9 88.4 103.0 134.0 83.0 108.0 120.0 131.0 153.0 205.0 158.0 175.7 193.0 226.3 316.2 196.8 219.2 241.0 283.3 398.9 433.8 498.4 607.7 384.4 453.8 647.5 707.4 820.4 1020.2 664.3 956.1 1047.6 1222.4 1539.3 914.7 1324.7 1454.6 1704.3 2165.0 22.4 28.3 36.0 39.5 42.9 49.0 27.9 35.4 45.3 49.9 54.2 62.3 78.1 40.9 52.1 67.0 74.1 80.9 93.7 125.9 56.7 73.2 80.9 88.4 103.0 134.0 83.0 108.0 120.0 131.0 153.0 205.0 158.0 175.7 193.0 226.3 316.2 196.8 219.2 241.0 283.3 398.9 433.8 498.4 607.7 384.4 453.8 647.5 707.4 820.4 1020.2 664.3 956.1 1047.6 1222.4 1539.3 914.7 1324.7 1454.6 1704.3 2165.0 3.56 3.53 3.48 3.46 3.43 3.39 3.97 3.94 3.89 3.87 3.84 3.79 3.61 4.79 4.76 4.71 4.68 4.66 4.61 4.47 4.96 4.91 4.89 4.86 4.82 4.64 5.98 5.93 5.91 5.89 5.84 5.66 7.16 7.13 7.11 7.06 6.92 7.97 7.95 7.93 7.88 7.73 7.69 7.59 7.39 9.97 9.92 9.78 9.73 9.63 9.44 11.96 11.82 11.77 11.67 11.48 14.00 13.86 13.81 13.72 13.52 3.56 3.53 3.48 3.46 3.43 3.39 3.97 3.94 3.89 3.87 3.84 3.79 3.61 4.79 4.76 4.71 4.68 4.66 4.61 4.47 4.96 4.91 4.89 4.86 4.82 4.64 5.98 5.93 5.91 5.89 5.84 5.66 7.16 7.13 7.11 7.06 6.92 7.97 7.95 7.93 7.88 7.73 7.69 7.59 7.39 9.97 9.92 9.78 9.73 9.63 9.44 11.96 11.82 11.77 11.67 11.48 14.00 13.86 13.81 13.72 13.52 25.9 33.0 42.6 47.1 51.4 59.5 32.3 41.2 53.3 59.0 64.6 75.1 98.6 47.0 60.2 78.3 87.0 95.5 111.6 154.5 65.6 85.3 94.8 104 122 165 95.5 125 139 153 180 248 182.2 203.3 224.0 264.4 376.7 226.4 252.9 278.9 329.7 472.4 516.8 600.9 750.7 442.3 524.5 758.8 832.8 975.0 1235.9 764.2 1112.7 1223.9 1439.1 1841.0 1049.0 1534.1 1690.0 1993.3 2566.1 25.9 33.0 42.6 47.1 51.4 59.5 32.3 41.2 53.3 59.0 64.6 75.1 98.6 47.0 60.2 78.3 87.0 95.5 111.6 154.5 65.6 85.3 94.8 104 122 165 95.5 125 139 153 180 248 182.2 203.3 224.0 264.4 376.7 226.4 252.9 278.9 329.7 472.4 516.8 600.9 750.7 442.3 524.5 758.8 832.8 975.0 1235.9 764.2 1112.7 1223.9 1439.1 1841.0 1049.0 1534.1 1690.0 1993.3 2566.1 24 RECTANGULAR HOLLOW SECTIONS Y x x ASTM A - 500 Y Wall Thickness Nominal Size Calculated Weight Sectional Area Moment of Inertia lx ly Zx Zy Radius of Gyration ix iy Section Modulus Plastic Modulus Sx Sy mm in. mm kg/m kg/6m cm2 cm4 cm4 cm3 cm3 cm cm cm3 cm3 38 x 19 38 x 25 50 x 25 1 1/2 x 3/4 1 1/2 x 1 2x1 65 x 35 2 1/2 x 1 3/8 65 x 38 2 1/2 x 1 1/2 75 x 25 3x1 75 x 38 3 x 1 1/2 75 x 50 3x2 100 x 50 4x2 100 x 75 4x3 120 x 60 — 120 x 80 — 1.6 1.6 1.6 2.3 3.0 1.6 1.9 2.3 3.0 4.0 1.6 1.9 2.3 3.0 3.2 4.0 1.6 1.9 2.3 3.0 4.0 4.5 1.6 1.9 2.3 3.0 3.2 4.0 4.5 1.6 1.9 2.3 3.0 4.0 4.5 5.0 6.0 1.6 1.9 2.3 3.0 4.0 4.5 5.0 6.0 2.3 3.0 4.0 4.5 5.0 6.0 3.0 4.0 4.5 5.0 6.0 3.0 4.0 4.5 5.0 6.0 1.330 1.490 1.790 2.510 3.190 2.380 2.797 3.338 4.246 5.455 2.490 2.880 3.520 4.390 4.650 5.640 2.380 2.800 3.340 4.250 5.450 6.020 2.710 3.180 3.810 4.860 5.150 6.270 6.940 3.008 3.540 4.240 5.420 7.020 7.790 8.530 9.920 3.636 4.290 5.140 6.600 8.600 9.550 10.500 12.300 6.046 7.780 10.200 11.300 12.500 14.600 8.013 10.479 11.672 12.840 15.099 8.956 11.735 13.085 14.410 16.983 7.980 8.940 10.740 15.060 19.140 14.280 16.782 20.028 25.476 32.730 14.940 17.280 21.120 26.340 27.900 33.840 14.280 16.800 20.040 25.500 32.700 36.120 16.260 19.080 22.860 29.160 30.900 37.620 41.640 18.048 21.240 25.440 32.520 42.120 46.740 51.180 59.520 21.816 25.740 30.840 39.600 51.600 57.300 63.000 73.800 36.276 46.680 61.200 67.800 75.000 87.600 48.078 62.874 70.032 77.040 90.594 53.736 70.410 78.510 86.460 101.898 1.700 1.89 2.28 3.19 4.06 3.03 3.56 4.25 5.41 6.95 3.17 3.67 4.48 5.29 5.92 7.19 3.03 3.56 4.25 5.40 6.95 7.67 3.45 4.06 4.85 6.19 6.56 7.99 8.84 3.83 4.51 5.40 6.91 8.95 9.92 10.86 12.63 4.63 5.46 6.55 8.41 10.95 12.17 13.36 15.63 7.70 9.91 12.95 14.42 15.86 18.63 10.21 13.35 14.87 16.36 19.23 11.41 14.95 16.67 18.36 21.63 3.060 3.70 7.29 9.86 12.10 16.87 19.54 22.88 28.11 34.29 18.30 21.02 25.20 29.80 31.30 36.50 20.10 23.30 27.40 33.90 41.94 45.43 25.30 29.40 34.60 42.80 45.00 52.80 57.10 30.51 35.50 41.90 52.20 65.00 70.60 75.60 84.40 61.3 71.6 84.8 106.0 134.0 147.0 158.0 179.0 112.3 142.0 180.0 198.0 215.0 245.0 189.1 240.8 264.5 287.0 328.0 230.2 294.6 324.6 353.2 406.1 1.010 1.91 2.44 3.23 3.89 6.47 7.46 8.69 10.57 12.73 7.94 9.12 10.80 12.80 13.40 15.50 3.51 4.03 4.67 5.66 6.77 7.22 8.85 10.20 12.00 14.70 15.40 17.90 19.20 16.39 19.10 22.40 27.80 34.30 37.20 39.70 44.10 21.08 24.5 29.0 36.1 44.9 48.9 52.5 58.7 72.3 91.1 115.0 127.0 137.0 156.0 64.4 81.3 88.9 96.0 108.8 123.4 157.3 173.0 187.8 215.0 1.610 1.95 2.91 3.94 4.84 5.19 6.01 7.04 8.65 10.55 5.63 6.46 7.74 9.18 9.63 11.20 5.35 6.22 7.31 9.04 11.18 12.11 6.76 7.85 9.23 11.40 12.00 14.10 15.20 8.14 9.48 11.20 13.90 17.30 18.80 20.20 22.50 12.26 14.3 17.0 21.3 26.8 29.3 31.6 35.7 22.5 28.4 36.0 39.6 42.9 49.0 31.5 40.1 44.1 47.8 54.7 38.4 49.1 54.1 58.9 67.7 1.060 1.53 1.95 2.59 3.11 3.70 4.26 4.96 6.04 7.27 4.18 4.80 5.69 6.75 7.06 8.17 2.81 3.22 3.74 4.52 5.42 5.77 4.66 5.39 6.30 7.72 8.09 9.40 10.10 6.56 7.62 8.96 11.10 13.70 14.90 15.90 17.60 8.43 9.8 11.6 14.4 18.0 19.5 21.0 23.5 19.3 24.3 30.8 33.7 36.5 41.6 21.5 27.1 29.6 32.0 36.3 30.9 39.3 43.2 46.9 53.8 1.340 1.40 1.79 1.76 1.73 2.36 2.34 2.32 2.28 2.22 2.40 2.35 2.37 2.31 2.30 2.25 2.55 2.53 2.51 2.47 2.42 2.40 2.71 2.69 2.67 2.63 2.62 2.57 2.54 2.82 2.81 2.79 2.75 2.69 2.67 2.64 2.58 3.64 3.62 3.60 3.56 3.50 3.47 3.44 3.38 3.82 3.78 3.73 3.71 3.68 3.63 4.30 4.25 4.22 4.19 4.13 4.49 4.44 4.41 4.39 4.33 0.771 1.01 1.03 1.01 0.98 1.46 1.45 1.43 1.40 1.35 1.58 1.56 1.55 1.51 1.51 1.47 1.07 1.05 1.04 1.01 0.97 0.96 1.60 1.59 1.57 1.54 1.53 1.50 1.47 2.07 2.05 2.04 2.00 1.96 1.94 1.91 1.87 2.13 2.12 2.10 2.07 2.03 2.00 1.98 1.94 3.06 3.03 2.99 2.96 2.94 2.89 2.51 2.47 2.44 2.42 2.38 3.29 3.24 3.22 3.20 3.15 2.080 2.42 3.69 5.11 6.43 6.39 7.46 8.81 10.99 13.73 6.91 8.14 9.68 12.30 13.00 15.80 7.12 8.37 10.01 12.62 16.23 17.93 8.59 10.10 12.10 15.30 16.30 19.80 21.90 9.75 11.80 14.10 17.90 23.20 25.70 28.10 32.60 15.04 18.1 21.7 27.8 36.1 40.1 44.0 51.4 26.6 35.1 45.7 50.9 55.9 65.5 39.2 50.5 55.8 61.0 70.6 46.2 59.8 66.2 72.5 84.3 1.260 1.80 2.25 3.09 3.84 4.17 4.85 5.72 7.11 8.83 4.75 5.58 6.62 8.36 8.84 10.60 3.21 3.75 4.44 5.52 6.94 7.57 5.34 6.26 7.44 9.41 9.95 12.00 13.20 7.40 8.88 10.60 13.50 17.30 19.10 20.90 24.10 9.33 11.2 13.3 17.0 21.9 24.3 26.5 30.7 21.9 28.7 37.4 41.5 45.6 53.3 24.2 31.1 34.3 37.4 43.1 35.0 45.2 50.1 54.7 63.6 25 RECTANGULAR HOLLOW SECTIONS (Continued) Y x x ASTM A - 500 Y Wall Thickness Nominal Size Calculated Weight Sectional Area Moment of Inertia lx ly Zx Zy Radius of Gyration ix iy Section Modulus Plastic Modulus Sx Sy mm in. mm kg/m kg/6m cm2 cm4 cm4 cm3 cm3 cm cm cm3 cm3 125x 50 5x2 125 x 75 5x3 150 x 50 6x2 150 x 75 6x3 150x 100 6x4 160 x 80 — 2.3 3.0 4.0 4.5 5.0 6.0 2.3 3.0 4.0 4.5 5.0 6.0 9.0 2.3 3.0 4.0 4.5 5.0 6.0 2.3 3.0 4.0 4.5 5.0 6.0 9.0 3.0 4.0 4.5 5.0 6.0 9.0 12.0 3.0 3.2 4.0 4.5 5.0 6.0 9.0 6.046 7.780 10.200 11.300 12.500 14.600 6.949 8.960 11.700 13.100 14.400 17.000 24.100 6.949 8.960 11.700 13.100 14.400 17.000 7.852 10.100 13.300 14.900 16.400 19.300 27.600 11.311 14.900 16.600 18.300 21.700 31.100 39.672 10.840 11.529 14.247 15.911 17.550 20.751 29.734 36.276 46.680 61.200 67.800 75.000 87.600 41.694 53.760 70.200 78.600 86.400 102.000 144.600 41.694 53.760 70.200 78.600 86.400 102.000 47.112 60.600 79.800 89.400 98.400 115.800 165.600 67.866 89.400 99.600 109.800 130.200 186.600 238.032 65.040 69.174 85.482 95.466 105.300 124.505 178.404 7.70 9.91 12.95 14.42 15.86 18.63 8.85 11.41 14.95 16.67 18.36 21.63 31.23 8.85 11.41 14.95 16.67 18.36 21.63 10.00 12.91 16.95 18.92 20.86 24.63 35.17 14.41 18.95 21.17 23.36 27.63 39.67 50.54 13.81 14.69 18.15 20.27 22.36 26.43 37.88 148.2 187.0 238.0 261.0 282.0 322.0 191.5 243.0 311.0 342.0 373.0 428.0 626.0 235.7 299.0 381.0 420.0 456.0 523.0 298.4 380.0 488.0 539.0 588.0 679.0 905.0 460.7 595.0 658.0 719.0 835.0 1129.0 1350.0 463.8 491.4 597.7 661.0 721.7 836.1 1123.7 35.5 44.4 55.6 60.6 65.2 73.3 87.5 111.0 141.0 155.0 168.0 192.0 269.0 42.0 52.6 66.2 72.2 77.9 87.9 102.7 130.0 166.0 183.0 198.0 228.0 297.0 247.6 319.0 352.0 384.0 444.0 595.0 705.1 159.0 168.3 203.6 224.3 244.1 280.9 370.2 23.7 29.9 38.0 41.7 45.2 51.5 30.6 38.9 49.7 54.8 59.6 68.5 98.5 31.4 39.8 50.9 56.0 60.8 69.8 39.8 50.6 65.1 71.9 78.4 90.5 121.0 61.4 79.3 87.7 95.9 111.1 150.5 180.0 58.0 61.4 74.7 82.6 90.2 104.5 140.5 14.2 17.7 22.2 24.2 26.1 29.3 23.3 29.5 37.5 41.2 44.7 51.1 70.6 16.8 21.1 26.5 28.9 31.1 35.2 27.4 34.7 44.2 48.7 52.9 60.7 79.2 49.5 63.7 70.4 76.8 88.8 119.0 141.0 39.8 42.1 50.9 56.1 61.0 70.2 92.6 4.39 4.34 4.28 4.25 4.22 4.16 4.65 4.61 4.56 4.53 4.50 4.45 4.47 5.16 5.12 5.05 5.02 4.99 4.92 5.46 5.42 5.37 5.34 5.31 5.25 5.07 5.65 5.60 5.58 5.55 5.50 5.33 5.17 5.80 5.78 5.74 5.71 5.68 5.62 5.45 2.15 2.12 2.07 2.05 2.03 1.98 3.14 3.12 3.07 3.04 3.02 2.98 2.94 2.18 2.15 2.10 2.08 2.06 2.02 3.20 3.17 3.13 3.11 3.08 3.04 2.91 4.15 4.10 4.08 4.05 4.01 3.87 3.74 3.39 3.38 3.35 3.33 3.30 3.26 3.13 29.9 39.5 51.6 57.4 63.1 74.0 37.0 48.7 63.7 70.9 78.1 91.9 126.3 40.3 53.2 69.5 77.5 85.3 100.0 48.8 64.2 84.1 93.8 103.0 122.0 172.0 73.5 98.7 110.0 122.0 144.0 190.0 233.9 71.4 75.8 92.9 103.2 113.2 132.3 183.1 15.7 20.5 26.5 29.4 32.1 37.3 26.1 34.1 44.5 49.5 54.3 63.7 86.5 18.5 24.1 31.1 34.5 37.8 43.9 30.3 39.5 51.6 57.4 63.1 74.0 105.0 55.8 74.5 83.1 91.5 108.0 143.0 175.4 44.3 47.0 57.4 63.7 69.7 81.3 111.6 26 RECTANGULAR HOLLOW SECTIONS (Continued) Y x x ASTM A - 500 Y Wall Thickness Nominal Size Calculated Weight Sectional Area Moment of Inertia lx ly Zx Zy Radius of Gyration ix iy Section Modulus Plastic Modulus Sx Sy mm in. mm kg/m kg/6m cm2 cm4 cm4 cm3 cm3 cm cm cm3 cm3 200 x 100 8x4 200 x 150 8x6 250 x 150 10 x 6 300 x 200 12 x 8 400 x 200 16 x 8 400 x 300 16 x 12 4.0 4.5 5.0 6.0 9.0 12.0 4.0 4.5 5.0 6.0 9.0 12.0 4.0 4.5 5.0 6.0 9.0 10.0 12.0 16.0 4.5 5.0 6.0 9.0 10.0 12.0 16.0 4.5 5.0 6.0 9.00 10.00 12.00 16.00 9.00 10.00 12.00 16.00 18.000 20.200 22.300 26.400 38.200 49.092 21.155 23.683 26.185 31.113 45.277 58.512 24.295 27.215 30.110 35.823 52.342 57.641 67.932 87.274 34.280 37.960 45.243 66.472 73.341 86.772 112.394 41.345 45.810 54.663 80.602 89.041 105.612 137.514 94.732 104.741 124.452 162.634 108.000 121.200 133.800 158.400 229.200 294.552 126.930 142.098 157.110 186.678 271.662 351.072 145.770 163.290 180.660 214.938 314.052 345.846 407.592 523.644 205.680 227.760 271.458 398.832 440.046 520.632 674.364 248.070 274.860 327.978 483.612 534.246 633.672 825.084 568.392 628.446 746.712 975.804 22.95 25.67 28.36 33.63 48.00 62.54 26.95 30.17 33.36 39.63 57.68 74.54 30.95 34.67 38.36 45.63 66.68 73.43 86.54 111.18 43.67 48.36 57.63 84.68 93.43 110.54 143.18 52.67 58.36 69.63 102.68 113.43 134.54 175.18 120.68 133.43 158.54 207.18 1200.0 1331.0 1459.0 1703.0 2280.0 2860.4 1584.0 1761.6 1934.7 2268.1 3167.3 3167.3 2697.0 3003.9 3304.3 1768.4 2472.8 2683.0 3068.3 3706.5 5662.0 6241.2 7370.5 10529.5 11507.9 13355.8 16630.1 11315.9 12490.2 14789.8 21304.0 23349.3 27254.6 34342.2 28184.9 30956.0 36290.2 46145.5 411.0 455.0 497.0 577.0 764.0 938.8 1021.1 1134.6 1245.1 1457.2 2024.9 2024.9 1234.3 1372.8 1508.0 3885.7 5478.7 5960.6 6853.3 8365.0 3051.7 3361.0 3962.3 5631.6 6144.5 7107.4 8792.2 3911.8 4311.8 5091.7 7274.5 7951.2 9231.0 11507.5 18153.2 19921.2 23314.9 29548.7 120.0 133.0 146.0 170.0 228.0 286.0 158.4 176.2 193.5 226.8 316.7 316.7 215.8 240.3 264.3 310.9 438.3 476.8 548.3 669.2 377.5 416.1 491.4 702.0 767.2 890.4 1108.7 565.8 624.5 739.5 1065.2 1167.5 1362.7 1717.1 1409.2 1547.8 1814.5 2307.3 82.2 90.9 99.4 115.0 153.0 187.8 136.1 151.3 166.0 194.3 270.0 270.0 164.6 183.0 201.1 235.8 329.7 357.7 409.1 494.2 305.2 336.1 396.2 563.2 614.5 710.7 879.2 391.2 431.2 509.2 727.4 795.1 923.1 1150.7 1210.2 1328.1 1554.3 1969.9 7.23 7.20 7.17 7.12 6.89 6.76 7.67 7.64 7.62 7.56 7.41 7.41 9.34 9.31 9.28 9.23 9.06 9.01 8.90 8.67 11.39 11.36 11.31 11.15 11.10 10.99 10.78 14.66 14.63 14.57 14.40 14.35 14.23 14.00 15.28 15.23 15.13 14.92 4.23 4.21 4.19 4.14 3.99 3.87 6.16 6.13 6.11 6.06 5.93 5.93 6.32 6.29 6.27 6.23 6.09 6.04 5.95 5.77 8.36 8.34 8.29 8.16 8.11 8.02 7.84 8.62 8.60 8.55 8.42 8.37 8.28 8.10 12.26 12.22 12.13 11.94 152.0 170.0 188.0 222.0 293.0 375.3 187.2 208.9 230.1 271.5 386.4 386.4 259.6 289.9 319.8 378.1 541.9 592.8 689.4 861.5 448.7 495.7 587.8 850.8 933.9 1093.5 1386.6 689.6 762.5 906.0 1319.1 1451.0 1706.2 2182.5 1671.0 1841.0 2171.8 2796.9 93.7 105.0 115.0 136.0 180.0 228.2 154.1 171.8 189.2 223.1 316.9 316.9 183.3 204.6 225.5 266.3 380.4 415.7 482.3 600.0 340.8 376.4 446.1 644.3 706.8 826.5 1045.1 428.8 473.9 562.5 816.2 896.8 1052.1 1339.5 1374.6 1513.9 1784.7 2295.4 27 COLD ROLLED SQUARE HOLLOW SECTIONS B Y x x T APM S001 Y Nominal Size Wall Thickness Calculated Weight Sectional Area Moment of Inertia Ix Iy cm cm Section Modulus Zx Zy cm³ cm³ Radius of Gyration ix iy cm cm Plastic Modulus Sx Sy cm³ cm³ mm in mm kg/m kg/6m cm² 12 x 12 1/2 x 1/2 0.8 0.277 1.662 0.353 0.073 0.073 0.122 0.122 0.456 0.456 0.147 0.147 1.0 0.339 2.034 0.431 0.087 0.087 0.144 0.144 0.448 0.448 0.177 0.177 1.2 0.397 2.382 0.506 0.098 0.098 0.163 0.163 0.440 0.440 0.204 0.204 1.6 0.505 3.030 0.644 0.116 0.116 0.193 0.193 0.424 0.424 0.249 0.249 0.8 0.378 2.265 0.481 0.184 0.184 0.231 0.231 0.619 0.619 0.273 0.273 1.0 0.464 2.784 0.591 0.221 0.221 0.276 0.276 0.611 0.611 0.331 0.331 1.2 0.548 3.288 0.698 0.254 0.254 0.317 0.317 0.603 0.603 0.386 0.386 1.6 0.706 4.236 0.900 0.310 0.310 0.387 0.387 0.587 0.587 0.483 0.483 0.8 0.453 2.718 0.5570 0.317 0.317 0.334 0.334 0.742 0.742 0.393 0.393 1.0 0.559 3.354 0.711 0.383 0.383 0.403 0.403 0.733 0.733 0.479 0.479 1.2 0.661 3.966 0.842 0.443 0.443 0.466 0.466 0.725 0.725 0.560 0.560 1.6 0.857 5.142 1.092 0.548 0.548 0.577 0.577 0.709 0.709 0.709 0.709 1.2 0.679 4.074 0.865 0.498 0.498 0.498 0.498 0.759 0.759 0.601 0.601 1.6 0.873 5.238 1.112 0.608 0.608 0.608 0.608 0.739 0.739 0.751 0.751 0.8 0.804 3.624 0.769 0.748 0.748 0.599 0.599 0.987 0.987 0.696 0.696 1.0 0.747 4.482 0.951 0.910 0.910 0.728 0.728 0.978 0.978 0.854 0.854 1.2 0.887 5.322 1.13 1.06 1.06 0.85 0.85 0.97 0.97 1.01 1.01 1.6 1.160 6.960 1.48 1.34 1.34 1.07 1.07 0.95 0.95 1.29 1.29 1.0 0.904 5.423 1.15 1.61 1.61 1.07 1.07 1.18 1.18 1.25 1.25 1.2 1.080 6.480 1.37 1.89 1.89 1.26 1.26 1.17 1.17 1.48 1.48 1.6 1.410 8.460 1.80 2.40 2.40 1.60 1.60 1.16 1.16 1.91 1.91 1.0 0.967 5.800 1.23 1.97 1.97 1.23 1.23 1.26 1.26 1.43 1.43 1.2 1.150 6.900 1.47 2.31 2.31 1.44 1.44 1.26 1.26 1.69 1.69 1.6 1.510 9.060 1.92 2.95 2.95 1.84 1.84 1.24 1.24 2.19 2.19 1.0 1.047 6.282 1.33 2.55 2.55 1.45 1.45 1.38 1.38 1.69 1.69 1.2 1.245 7.470 1.59 2.98 2.98 1.70 1.70 1.37 1.37 1.99 1.99 1.6 1.626 9.756 2.07 3.79 3.79 2.17 2.17 1.35 1.35 2.57 2.57 1.0 1.155 6.930 1.47 3.35 3.35 1.76 1.76 1.51 1.51 2.04 2.04 1.2 1.380 8.280 1.75 3.95 3.95 2.08 2.08 1.50 1.50 2.42 2.42 1.6 1.810 10.860 2.31 5.08 5.08 2.67 2.67 1.48 1.48 3.14 3.14 1.2 1.430 8.580 1.83 4.54 4.54 2.27 2.27 1.54 1.54 2.72 2.72 1.6 1.880 11.280 2.39 5.79 5.79 2.90 2.90 1.56 1.56 3.41 3.41 1.2 1.810 10.860 2.31 9.08 9.08 3.63 3.63 1.98 1.98 4.20 4.20 1.6 2.410 14.460 3.08 12.0 12.0 4.79 4.79 1.97 1.97 5.57 5.57 16 x 16 19 x 19 5/8 x 5/8 3/4 x 3/4 20 x 20 25 x 25 30x30 32 x 32 35 x 35 38 x 38 40 x 40 50 x 50 1x1 - 1 1/4 x 1 1/4 - 1 1/2 x 1 1/2 - 2x2 28 COLD ROLLED RECTANGULAR HOLLOW SECTIONS (Continued) H B Y x x T APM S001 Y Nominal Size Wall Thickness Calculated Weight Sectional Area Moment of Inertia Ix Iy cm4 cm4 Section Modulus Zx Zy cm³ cm³ Radius of Gyration ix iy cm cm Plastic Modulus Sx Sy cm³ cm³ mm in mm kg/m kg/6m cm² 25 x 12 1 x 1/2 0.8 0.440 2.409 0.561 0.444 0.139 0.355 0.231 0.889 0.497 0.445 0.264 1.0 0.543 3.257 0.691 0.536 0.165 0.429 0.276 0.880 0.489 0.553 0.325 1.2 0.642 3.853 0.818 0.621 0.189 0.496 0.316 0.871 0.481 0.649 0.379 1.6 0.832 4.991 1.060 0.770 0.229 0.616 0.382 0.853 0.465 0.829 0.478 1.0 0.857 5.141 1.091 2.050 0.691 1.080 0.727 1.370 0.796 1.350 0.829 1.2 1.020 6.114 1.298 2.400 0.804 1.260 0.847 1.360 0.787 1.600 0.977 1.6 1.330 8.005 1.700 3.060 1.010 1.610 1.060 1.340 0.771 2.080 1.260 1.0 0.951 5.706 1.21 2.46 1.28 1.29 1.03 1.42 1.03 1.57 1.18 1.2 1.130 6.792 1.44 2.89 1.50 1.52 1.20 1.42 1.02 1.86 1.39 1.6 1.490 8.910 1.89 3.70 1.91 1.95 1.53 1.40 1.01 2.42 1.80 0.8 0.918 4.293 1.17 3.90 1.33 1.56 1.07 1.83 1.07 1.91 1.18 1.0 1.140 6.836 1.45 4.79 1.63 1.92 1.30 1.82 1.06 2.38 1.49 1.2 1.360 8.148 1.73 5.56 1.91 2.26 1.53 1.81 1.05 2.82 1.73 1.6 1.790 10.718 2.28 7.29 2.44 2.91 1.95 1.79 1.03 3.69 2.25 1.2 1.810 8.148 2.31 13.07 5.04 4.02 2.88 2.38 1.48 4.91 3.21 1.6 2.380 14.280 3.03 16.87 6.47 5.19 3.70 2.36 1.46 6.39 4.17 1.2 1.866 11.196 2.38 13.80 6.06 4.25 3.19 2.41 1.60 5.14 3.56 1.6 2.490 14.938 3.17 18.30 7.94 5.63 4.18 2.40 1.58 6.91 4.75 1.2 1.810 6.836 2.31 15.31 2.73 4.08 2.18 2.58 1.09 5.24 2.40 1.6 2.380 14.279 3.03 20.10 3.51 5.35 2.81 2.55 1.07 7.12 3.21 1.2 2.055 6.836 2.62 19.56 6.87 5.22 3.61 2.73 1.62 6.39 4.00 1.6 2.710 16.239 3.45 25.30 8.85 6.76 4.66 2.71 1.60 8.59 5.34 38 x 19 38 x 25 50 x 25 65 x 35 65 x 38 75 x 25 75 x 38 1 1/2 x 3/4 1 1/2 x 1 2x1 2 1/2 x 1 3/8 2 1/2 x 1 1/2 3x1 3 x 1 1/2 29 30 Carload Lots Single Length Note *1 *2 Special light weight Regular weight Seamless Pipe: 18 in. OD and smaller 20 in. OD abd larger Max. 0.2% - 1.75% + 10.0% + 10.0% + 15.0% +17.5% - 5.0% - 3.5% - 12.5% - 10.0% - 12.5% - 8.0% 30° + 5°-0° 1/15 in. ± 1/32 in. 10-3/4 in. OD and larger max. 1/16 in. Bevel angle Root face Squareness - 1.75% X42 through X70 + 15.0% - 12.5% + 15.0% - 12.5% + 15.0% - 12.5% + 17.5% - 10.0% For pipe 2/38 in. OD and larger Bevel angle 30°, 5° - 0° Root face 1/16 in. ± 1/32 in. Squareness for 10-3/4 in. OD and larger max 1/16 in. - 5.0% - 3.5% - 12.5% - 12.5% - 12.5% - 12.5% Max. OD - specified OD 1 % x specified OD Specified OD - min. OD 1 % x specified OD Max. 0.2% + 10.0% + 10.0% Grade A, B + 20.0% + 18.0% + 15.0% + 15.0% + 15.0% + 19.5% Max. OD - specified OD 1% x specified OD Specified OD - min. OD 1% x specified OD For pipe 4-1/2 in. OD and larger Standard weight Regular Weight Extra strong weight Double extra strong weight Special plain end weight Seamless Pipe: 2.875 in. OD and smaller 3-1/2 in. OD 4 in. through 18 in. OD 20 in. OD and larger Welded Pipe: 18 in. OD and smaller 20 in. OD abd larger Grade A, B + 20.0% + 18.0% + 15.0% + 17.5% Welded Pipe: 2.875 in. OD and smaller 3-1/2 in. OD 4 in. through 18 in. OD 20 in. OD and larger X42 through X70 + 15.0% - 12.5% + 15.0% - 12.5% + 15.0% - 12.5% + 19.5% - 8.0% + 3/32 in. - 1/32 in. (measured with diameter tape) Larger than 20 in. +3/32 in. - 1/32 in. (measured with diameter tape) Larger than 20 in. (22 in. and larger) - 12.5% - 12.5% - 12.5% - 10.0% + 3/32 in. - 1/32 in. (measured with ring gage) 12-3/4 in. through 20 in. + 3/32 in. - 1/32 in. (measured with ring gage) - 0.75% - 1.00% 12-3/4 in. through 20 in. + 0.75% +1.00% + 1/16 in. - 1/64 in. (measured with ring gage) - 1.00% - 1/8 in. Less than 20 in. 20 in. and larger 10-3/4 in. and smaller + 1.00% + 1/4 in. Larger than 36 in. Non-expanded Cold-expanded*2 - 1.00% - 0.25% + 1/15 in. - 1/64 in. (measured with ring gage) + 1.00% + 0.75% 20 in. through 36 in. Non-expanded Cold-expanded - 0.031 in. - 0.75% API 5LU 10-3/4 in. and smaller + 0.016 in. + 0.75% 1.900 in. and smaller 2-3/8 in. through 18 in. API 5L Pipe and tolerances are applicable 4 in. from either end. Not applicable to pipe hydrostatically tested to pressures in excess of standard test pressures. Pipe End Preparation Straightness Out of Roundness (for pipe larger than 20 in. OD) Weight Pipe Ends*1 Wall Thickness Outside Diameter Pipe Body Pipe Specification TOLERANCES (Excerpts From API Specifications) TOLERANCES (Excerpts From API Specifications) (Continued) Tensile and Chemical Requirements (Excerpts from API Specifications, 1983 edition) Tensile Requirements Grade Application Yield Strength psi min Line Pipe Tensile Strength MPa kg/mm min min 2 Elongation 2 psi min MPa min kg/mm min API 5L Grade A 30,000 207 21.1 48,000 331 33.7 API 5L Grade B 35,000 241 24.6 60,000 413 42.2 API 5L Grade X42 42,000 289 29.5 60,000 413 42.2 API 5L Grade X46 46,000 317 32.3 API 5L 52,000 Grade X52 API 5L Grade X56 *6 API 5L Grade X60 *6 API 5L API 5L 358 36.6 56,000 386 39.2 60,000 413 42.2 Grade X65 *8 65,000 448 45.7 *11 Grade X70 *6 *11 70,000 482 49.2 *3 *6 63,000 (1) 66,000*1 (2) 72,000 (1) 71,000*1 (2) 75,000 (1) 75,000*1 (2) 78,000 (1) 77,000*1 (2) 80,000 82,000 434 44.3 (1) 455 (2) 496 (1) 489 (2) 517 (1) 517 (2) 537 (1) 530 (2) 551 46.4 50.6 49.9 52.7 52.7 54.8 54.1 56.2 565 57.6 655/862 66.8/87.8 758/931 77.3/94.9 % min e= 625,000 *2 A 0.2 U 0.9 *4 API 5LU Grade X80 80,000 551 56.2 95,000/125,000 *4 API 5LU Grade X100 *1 (1) (2) *2 100,000 689 70.3 110,000/135,000 Wall thickness > 0.375 in., OD 20 in. Any wall thickness, OD < 20 in. Wall thickness 0.375 in., OD 20 in. The minimum elongation in 2 inches (50.8mm) shall be determined by the following formula: e = 625,000 A 0.2 U 0.9 where: e = minimum elongation in 2 inches (50.8mm) in per cent rounded to the nearest 1/2 per cent. A = cross sectional area of the tensile test specimen in square inches, based on specified outside diameter or nominal specimen width and specified wall thickness rounded to the nearest 0.01 sq. in., or 0.75 sq. in., whichever is smaller. U = specified tensile strength, psi. *3 The minimum tensile strength for grade X60 electric-resistance welded pipe in all sizes and wall thicknesses shall be 75,000 psi (52.7 kg/mm2). *4 Tensile strength means min. value/max. value *5 Figures in parentheses are values for seamless pipe. Upper line value means non-expanded. Lowerline value means cold-expanded. In grades X42 through X65, for each reduction of 0.01 per cent below the maximum carbon content, an increase of 0.05 per cent manganese above the specified maximum is permissible, up to a maximum of 1.45 per cent for X52 and lower and up to a maximum of 1.60 per cent for grades higher than X52. *6 Other chemical analyses may be furnished by agreement between purchaser and manufacturer. *7 Either columbium, vanadium, titanium, or a combination thereof, shall be used at the discretion of the manufacturer. 31 TOLERANCES (Excerpts From API Specifications) (Continued) Chemical Requirements for Ladle Analyses, % C *5 Si Mn *5 P S Cb V Ti max max max max max min min min 0.21 (0.22) 0.90 0.04 0.05 0.26 (0.27) 1.15 0.04 0.05 1.25 0.04 0.05 1.35 1.25 1.35 1.25 0.04 0.05 0.04 0.05 0.26 1.35 0.04 0.05 0.005 *7 0.02 *7 0.03 *7 0.26 1.35 0.04 0.05 0.005 *7 0.02 *7 0.03 *7 0.26 1.40 0.04 0.05 0.005 *9 0.02 *9 0.23 *10 1.60 *10 0.04 0.05 0.28 (0.29) *13 0.30 (0.31) 0.28 (0.29) *13 0.30 (0.31) 0.28 (0.29) *13 0.26 *12 0.35 1.40 *12 0.04 0.05 0.26 *12 0.35 1.40 *12 0.04 0.05 *8 For grades X65 in. sizes 16 in. and larger with wall thickness 0.500 in. and less, the chemical composition shall be as shown or as agreed upon between the purchaser and manufacturer. For other sizes and wall thickness the chemical composition shall be as agreed upon between the purchaser and manufacturer. (Applicable to welded pipe only.) *9 Either columbium or vanadium or a combination of both shall be used at the discretion of the manufacturer. *10 For each reduction of 0.01 per cent below the specified maximum carbon content, an increase of 0.05 per cent manganese above the specified maximum is permissible. *11 For seamless pipe of grades X65 and X70, the chemical composition shall be agreed upon between the purchaser and manufacturer. *12 For each reduction of 0.01% below the specified maximum carbon content, an increase of 0.05% manganese above the specified maximum is permissible, up to a maximum of 1.50% *13 For cold-expanded seamless pipe in size 20 in., and larger, the maximum carbon content shall be 0.28 per cent. 32 TOLERANCES (Excerpts From API Specifications) (Continued) Mechanical Values Tensile Material Chemical Analysis Yield Strength Strength Elongation C Si Mn P S Mo Cr Ni Div % % % % max. % max. % % % % Variable max. 0.25 - max. 0.95 0.050 0.80 Variable max. 0.03 - max. 1.20 0.050 0.60 max. 0.25 min. 0.10 0.27-0.93 0.048 0.058 max. 0.30 min. 0.10 0.29-1.06 0.048 0.058 0.06-0.18 - 0.27-0.63 0.048 0.058 - N/mm2 (Min.) A53-Grade A min. 330 205 A53-Grade B min. 415 240 A106-Grade A min. 330 205 35 A106-Grade B min. 415 240 30 A179 % min. Hardness Rb. max. 72 A333-Grade 1 min. 379 207 35 max. 0.30 0.40-1.06 0.050 0.60 A333-Grade 6 min. 414 241 30 max. 0.30 min. 0.10 0.29-1.06 0.048 0.058 A333-Grade 3 min. 448 241 30 max. 0.19 0.18-0.37 0.31-0.64 0.050 0.050 A335-Grade P1 min. 379 207 30 0.10-0.20 0.10-0.50 0.30-0.80 0.045 0.045 0.44-0.65 A335-Grade P5 min. 414 207 30 max. 0.15 max. 0.50 0.30-0.60 0.030 0.030 0.44-0.55 4.00-6.00 A335-Grade P11 min. 414 207 30 max. 0.15 0.50-1.00 0.30-0.60 0.030 0.030 0.44-0.65 1.00-1.50 A335-Grade P12 min. 414 207 30 max. 0.15 max. 0.50 0.30-0.60 0.045 0.045 0.44-0.65 0.80-1.25 A335-Grade P22 min. 414 207 30 max. 0.15 max. 0.50 0.30-0.60 0.030 0.030 0.87-1.13 1.90-2.60 API-5L-Grade A min. 331 207 Variable max. 0.22 - max. 0.90 0.040 0.050 API-5L-Grade B min. 413 241 Variable max. 0.27 - max. 1.15 0.040 0.050 API-5L-Grade X42 min. 413 289 Variable max. 0.29 - max. 1.25 0.040 0.050 API-5L-Grade X46 min. 434 317 Variable max. 0.29 - max. 1.35 0.040 0.050 API-5L-Grade X52 min. 455 358 Variable max. 0.31 - max. 1.35 0.040 0.050 API-5L-Grade X56 min. 489 386 Variable max. 0.26 - max. 1.35 0.040 0.050 API-5L-Grade X60 min. 517 413 Variable max. 0.26 - max. 1.35 0.040 0.050 BS3059/1-320 320-480 195 25 max. 0.16 - min. 0.30 0.050 0.050 BS3059/2-360 360-500 215 24 max. 0.17 max. 0.35 0.40-0.80 0.045 0.045 BS3601-ERW320 320-440 195 25 max. 0.16 0.30-0.70 0.050 0.050 BS3601-ERW360 360-480 215 24 max. 0.17 max. 0.35 0.40-0.80 0.045 0.045 BS3602-ERW/SAW410 410-530 235 22 max. 0.21 max. 0.35 0.40-1.20 0.050 0.050 BS3601-S360 360-480 215 24 max. 0.17 max. 0.35 0.40-0.80 0.050 0.050 BS3601-S410 410-530 235 22 max. 0.21 max. 0.35 0.40-1.20 0.050 0.050 BS3602/1-360 360-500 215 24 max. 0.17 max. 0.35 0.40-0.80 0.045 0.045 BS3602/1-410 410-550 245 22 max. 0.21 max. 0.35 0.40-1.20 0.045 0.045 BS3602/1-490Nb 490-630 340 20 max. 0.23 max. 0.35 0.80-1.50 0.045 0.045 BS3602/2-410 410-550 245 24 max. 0.20 max. 0.35 0.50-1.30 0.040 0.040 BS3603-410 410-530 235 22 max. 0.20 max. 0.35 0.60-1.20 0.045 0.045 BS3603-503 440-590 245 16 max. 0.15 0.15-0.35 0.30-0.80 0.025 0.020 BS3604-620 440-590 290 22 0.10-0.18 0.10-0.35 0.40-0.70 0.050 0.050 0.45-0.65 0.70-1.10 BS3604-622 440-640 275 20 0.08-0.15 max. 0.50 0.40-0.70 0.040 0.040 0.90-1.20 2.00-2.50 BS3604-625 450-600 170 20 max. 0.15 max. 0.50 0.30-0.60 0.040 0.040 0.45-0.65 4.00-6.00 BS4360-50D 490-640 355 20 max. 0.20 max. 0.40 max. 1.40 0.040 0.040 - 3.18-3.82 Nb 0.01-0.10 3.25-3.75 Nb 0.003-0.10 V0.0003-0.1 33 TOLERANCES (Excerpts From API Specifications) (Continued) Technical Standards Material A53 A53 Comparable Qualities Specification Dimensional Standard Standard ASTM API BS DIN Euro Standard EU25-72 3601-320/360 St. 37.0 FE 310 A53 ANSI-B 36.10 API-5L-Gr.A DIV A53 ANSI-B 36.10 API-5L-Gr.B 3601-410 St. 44.0 A106/A530 A106/A530 ANSI-B 36.10 API-5L-Gr.A 3602-S360 St. 35.8 A106/A530 A106/A530 ANSI-B 36.10 API-5L-Gr.B 3602-S410 St. 45.8 A179/A450 A179/A450 ANSI-B 36.10 3059-320-360 St. 35.8 A333/A530 A333/A530 ANSI-B 36.10 360 1HFS27LT50 TT St. 35N A333/A530 A333/A530 ANSI-B 36.10 3603HFS503LT100 TT St. 35V A333/A530 A333/A530 A335/A530 A335/A530 ANSI-B 36.10 A335/A530 A335/A530 ANSI-B 36.10 3604-625 12 Cr Mo 19.5 A335/A530 A335/A530 ANSI-B 36.10 3604-620-440-460 13 Cr Mo 44 A335/A530 A335/A530 ANSI-B 36.10 3604-620-440-460 13 Cr Mo 44 A335/A530 A335/A530 ANSI-B 36.10 3604-620-440 10 Cr Mo 910 API-5L API-5L API-5L A53 Gr.A 3601-320/360 St. 37.0 Fe 310 St. E 210.7 API-5L API-5L API-5L A53 Gr.B 3061-410-4360-43B/C St. 44.0 Fe 360B/430B St. E 240.7 API-5L API-5L API-5L 4360-43 B/C St. E 290.7 Fe 430B API-5L API-5L API-5L API-5L API-5L API-5L API-5L API-5L API-5L St. E 385.7 API-5L API-5L API-5L St. E 415.7 BS3059 Part 1 BS3059 Part 1 BS3059 Part 1 A179 St. 35.8/St. 37.8 BS3059 Part 2 BS3059 Part 2 BS3059 Part 2 A179 St. 35.8/St. 37.8 BS3601 BS3601 BS1600/BS3600 A53 Gr.A 5L-Gr.A St. 33 Fe 310 BS3601 BS3601 BS1600/BS3600 A53 Gr.B 5L-Gr.B St. 37.0/St. 37.2 Fe 360B A672-B60 BS3601 BS3601 BS1600/BS3600 A53 Gr.B 5L-Gr.B St. 44.0/St. 44.3 Fe 430B/C A672-B65/C65 BS3601 BS3601 BS1600/BS3600 A106 Gr.B 5L-Gr.B St. 37.0/St. 37.2 Fe 430B BS3601 BS3601 Fe 360B/430B BS4360-43B/C 10 Ni 14 15Mo 3/16 Mo 5 St. E 320.7 4360-50 B/C/D 4360-43 B/C St. E 360.7 BS1600/BS3600 A106 Gr.B 5L-Gr.B St. 44.0/St. 44.3 BS3602 Part 1 BS3602 Part 1 BS1600/BS3600 A106 Gr.B 5L-Gr.B St. 35.8/St. 37.8 BS3602 Part 1 BS3602 Part 1 BS1600/BS3600 A106 Gr.B 5L-Gr.B St. 45.8 BS3602 Part 1 BS3602 Part 1 BS1600/BS3600 BS3602 Part 2 BS3602 Part 2 BS1600/BS3600 A672 B65/C65 Fe 510B/C/D 5L-Gr.X52 4360-50 B/C/D St. 52/St52.3 Fe 510 B/C/D 5L-Gr.B 4360-43 B/C St. E240.7 Fe 430 B/C BS3603 BS3603 BS1600/BS3600 A333 Gr.6 TT St. 35V BS3603 BS3603 BS1600/BS3600 A333 Gr.3 10 Ni 14 BS3604 BS3604 BS1600/BS3600 A335 P12 13 Cr Mo 44 BS3604 BS3604 BS1600/BS3600 A335 P22 10 Cr Mo 910 BS3604 BS3604 BS1600/BS3600 A335 P5 12 Cr Mo 195 BS4360 BS4360 BS1600 A671 CC70 5L-X52 34 St. 52-3 Fe 510D St. E 355 St. E 555 API PIPES Weight Size Hydrostatic Test Pressure API 5L Wall Thickness Outside Diameter Norminal Size in. 1 /8 0.405 1 /4 0.540 3 /8 0.675 1 /2 0.840 3 /4 1.050 1 1.315 1 1/4 1.660 1 1/2 1.900 mm Sch No. 10.3 40 80 13.7 40 80 40 17.1 80 40 21.3 80 (XXS) 40 26.7 80 (XXS) 40 33.4 80 160 (XXS) 40 42.2 80 160 (XXS) 40 48.3 80 160 (XXS) 40 2 2 3/8 60.3 80 160 (XXS) 2 1/2 2 7/8 73.0 40 80 160 (XXS) 3 3 1/2 88.9 40 80 160 (XXS) 3 1/2 4 101.6 40 80 in. 0.068 0.096 0.088 0.119 0.091 0.126 0.109 0.147 0.294 0.113 0.154 0.308 0.133 0.179 0.250 0.358 0.140 0.191 0.250 0.382 0.145 0.200 0.281 0.400 0.083 0.109 0.125 0.141 0.154 0.172 0.188 0.218 0.250 0.281 0.344 0.436 0.083 0.109 0.125 0.141 0.156 0.172 0.188 0.203 0.216 0.250 0.276 0.375 0.552 0.083 0.109 0.125 0.141 0.156 0.172 0.188 0.216 0.250 0.281 0.300 0.438 0.600 0.083 0.109 0.125 0.141 0.156 0.172 0.188 0.226 0.250 0.281 0.318 lb/ft mm 1.73 2.41 2.24 3.02 2.31 3.20 2.77 3.73 7.47 2.87 3.91 7.82 3.38 4.55 6.35 9.09 3.56 4.85 6.35 9.70 3.68 5.08 7.14 10.16 2.11 2.77 3.18 3.58 3.91 4.37 4.78 5.54 6.35 7.14 8.74 11.07 2.11 2.77 3.18 3.58 3.96 4.37 4.78 5.16 5.49 6.35 7.01 9.52 14.02 2.11 2.77 3.18 3.58 3.96 4.37 4.78 5.49 6.35 7.14 7.62 11.13 15.24 2.11 2.77 3.18 3.58 3.96 4.37 4.78 5.74 6.35 7.14 8.08 kg/m kg/ft A Std. 0.24 0.31 0.42 0.54 0.57 0.74 0.85 1.09 1.71 1.13 1.47 2.44 1.68 2.17 2.84 3.66 2.27 3.00 3.76 5.21 2.72 3.63 4.86 6.41 2.03 2.64 3.00 3.36 3.65 4.05 4.39 5.02 5.67 6.28 7.46 9.03 2.47 3.22 3.67 4.12 4.53 4.97 5.40 5.79 6.13 7.01 7.66 10.01 13.69 3.03 3.95 4.51 5.06 5.57 6.11 6.65 7.58 8.68 9.66 10.25 14.32 18.58 3.47 4.53 5.17 5.81 6.40 7.03 7.65 9.11 10.01 11.16 12.50 0.36 0.45 0.63 0.80 0.85 1.10 1.27 1.62 2.55 1.68 2.19 3.63 2.50 3.23 4.23 5.45 3.38 4.47 5.60 7.76 4.05 5.41 7.24 9.55 3.02 3.93 4.47 5.00 5.44 6.03 6.54 7.48 8.45 9.35 11.11 13.45 3.68 4.80 5.47 6.14 6.75 7.40 8.04 8.62 9.13 10.44 11.41 14.91 20.39 4.51 5.88 6.72 7.54 8.30 9.10 9.91 11.29 12.93 14.39 15.27 21.33 27.67 5.17 6.75 7.70 8.65 9.53 10.47 11.39 13.57 14.91 16.62 18.62 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 0.76 0.99 1.29 1.66 1.03 1.36 1.71 2.37 1.23 1.65 2.21 2.91 0.92 1.20 1.36 1.53 1.66 1.84 1.99 2.28 2.57 2.85 3.39 4.10 1.12 1.46 1.67 1.87 2.06 2.26 2.45 2.63 2.78 3.18 3.48 4.54 6.22 1.38 1.79 2.05 2.30 2.53 2.77 3.02 3.44 3.94 4.39 4.65 6.50 8.44 1.58 2.06 2.35 2.64 2.91 3.19 3.47 4.14 4.54 5.07 5.68 35 700 850 700 850 700 850 700 850 1000 700 850 1000 700 850 ...... 1000 1200 1800 ...... 2200 1200 1800 ...... 2200 1260 ...... ...... ...... 2330 2500 2500 2500 2500 2500 ...... 2500 1040 ...... ...... ...... 1950 2150 2350 2500 2500 2500 2500 ...... 2500 850 ...... 1290 ...... 1600 1770 1930 2220 2500 2500 2500 ...... 2500 750 980 1120 1270 1400 1550 1690 2030 2250 2530 2800 API 5LX B Alt. ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... Std. 700 850 700 850 700 850 700 850 1000 700 850 1000 750 850 ...... 1000 1300 1900 ...... 2300 1300 1900 ...... 2300 1470 ...... ...... ...... 2500 2500 2500 2500 2500 2500 ...... 2500 1040 ...... ...... ...... 2280 2500 2500 2500 2500 2500 2500 ...... 2500 1000 ...... 1500 ...... 1870 2060 2260 2500 2500 2500 2500 ...... 2500 870 1140 1310 1480 1640 1810 1970 2370 2620 2800 2800 Alt. ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... X42 X46 X52 X56 X60 X65 X70 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 1760 2310 2650 2990 3000 3000 3000 3000 3000 3000 ...... 3000 1460 1910 2190 2470 2730 3000 3000 3000 3000 3000 3000 ...... 3000 1200 1570 1800 2030 2250 2480 2710 3000 3000 3000 3000 ...... 3000 1050 1370 1580 1700 1970 2170 2370 2850 3000 3000 3000 1930 2530 2910 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1590 2090 2400 2710 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1310 1720 1970 2220 2460 2710 2970 3000 3000 3000 3000 ...... 3000 1150 1500 1720 1950 2150 2370 2590 3000 3000 3000 3000 2180 2860 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1800 2370 2710 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1480 1940 2230 2510 2780 3000 3000 3000 3000 3000 3000 ...... 3000 1290 1700 1950 2200 2430 2680 2930 3000 3000 3000 3000 2350 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1940 2550 2920 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1590 2090 2400 2710 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1390 1830 2100 2370 2620 2890 3000 3000 3000 3000 3000 2520 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 2080 2730 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1710 2240 2570 2900 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1490 1960 2250 2540 2810 3000 3000 3000 3000 3000 3000 2730 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 2250 2960 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1850 2430 2790 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1620 2130 2440 2750 3000 3000 3000 3000 3000 3000 3000 2940 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 2430 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1990 2620 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 1740 2290 2630 2960 3000 3000 3000 3000 3000 3000 3000 API PIPES (Continued) Size Weight Outside Diameter Norminal Size 4 in. 4 1/2 Wall Thickness mm 114.3 Sch No. 40 60 80 120 160 (XXS) 5 5 9/16 141.3 40 60 80 120 160 (XXS) 6 6 5/8 168.3 30 40 80 120 160 (XXS) 20 30 40 8 5 8 /8 219.1 60 80 100 120 140 (XXS) 160 Ib/ft in. mm 0.083 0.109 0.125 0.141 0.156 0.172 0.188 0.203 0.219 0.237 0.250 0.281 0.312 0.337 0.438 0.531 0.674 0.083 0.125 0.156 0.188 0.219 0.258 0.281 0.312 0.344 0.375 0.500 0.625 0.750 0.083 0.109 0.125 0.141 0.156 0.173 0.188 0.203 0.219 0.250 0.280 0.312 0.344 0.375 0.432 0.500 0.562 0.625 0.719 0.864 0.125 0.156 0.188 0.203 0.219 0.250 0.277 0.312 0.322 0.344 0.375 0.406 0.438 0.500 0.562 0.594 0.625 0.719 0.812 0.875 0.906 2.11 2.77 3.18 3.58 3.96 4.37 4.78 5.16 5.56 6.02 6.35 7.14 7.92 8.56 11.13 13.49 17.12 2.11 3.18 3.96 4.78 5.56 6.55 7.14 7.92 8.74 9.52 12.70 15.88 19.05 2.11 2.77 3.18 3.58 3.96 4.37 4.78 5.16 5.56 6.35 7.11 7.92 8.74 9.52 10.97 12.70 14.27 15.88 18.26 21.95 3.18 3.96 4.78 5.16 5.56 6.35 7.04 7.92 8.18 8.74 9.52 10.31 11.13 12.70 14.27 15.09 15.88 18.26 20.62 22.22 23.01 3.92 5.11 5.84 6.56 7.24 7.95 8.66 9.32 10.01 10.79 11.35 12.66 13.96 14.98 19.00 22.51 27.54 4.86 7.26 9.01 10.79 12.50 14.62 15.85 17.50 19.17 20.78 27.03 32.96 38.55 5.80 7.59 8.68 9.76 10.78 11.85 12.92 13.92 14.98 17.02 18.97 21.04 23.08 25.03 28.57 32.71 36.39 40.05 45.35 53.16 11.35 14.11 16.94 18.26 19.66 22.36 24.70 27.70 28.55 30.42 33.04 35.64 38.30 43.39 48.40 50.95 53.40 60.71 67.76 72.42 74.69 kg/m 5.84 7.61 8.70 9.77 10.78 11.84 12.90 13.88 14.91 16.07 16.91 18.86 20.79 22.31 28.30 33.53 41.02 7.24 10.81 13.42 16.07 18.62 21.76 23.61 26.05 28.55 30.94 40.26 49.08 57.41 8.64 11.31 12.93 14.54 16.06 17.65 19.24 20.73 22.31 25.35 28.26 31.34 34.38 37.28 42.56 48.72 54.20 59.65 67.55 79.18 16.91 21.02 25.23 27.20 29.28 33.31 36.79 41.26 42.53 45.31 49.21 53.09 57.05 64.63 72.09 75.89 79.54 90.43 100.93 107.87 111.25 Hydrostatic Test Pressure API 5L kg/ft 1.78 2.32 2.65 2.98 3.29 3.61 3.93 4.23 4.54 4.90 5.15 5.75 6.34 6.80 8.63 10.22 12.50 2.21 3.30 4.09 4.90 5.68 6.63 7.20 7.94 8.70 9.43 12.27 14.96 17.50 2.63 3.45 3.94 4.43 4.89 5.38 5.87 6.32 6.80 7.73 8.61 9.55 10.48 11.36 12.97 14.85 16.52 18.18 20.59 24.13 5.15 6.41 7.69 8.29 8.93 10.15 11.21 12.58 12.96 13.81 15.00 16.18 17.39 19.70 21.97 23.13 24.24 27.56 30.76 32.88 33.91 36 A API 5LX B X42 X46 X52 X56 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 930 ...... 1400 1580 1750 1930 2110 2270 2450 2650 2800 3000 3000 3000 3000 3000 3000 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 1020 ...... 1530 1730 1910 2110 2310 2490 2690 2910 3000 3000 3000 3000 3000 3000 3000 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 1150 ...... 1730 1960 2160 2390 2610 2810 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 1240 ...... 1870 2110 2330 2570 2810 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 660 860 990 1120 1240 1360 1490 1610 1740 1980 2220 2470 2730 2800 2800 2800 2800 2800 2800 2800 760 950 1140 ...... 1330 1520 1690 1900 1960 2090 2280 ...... 2670 2800 2800 ...... 2800 2800 ...... 2800 ...... 790 1040 1190 1340 1480 1640 1790 1930 2080 2380 2660 2970 3000 3000 3000 3000 3000 3000 3000 ...... 860 1140 1300 1470 1620 1790 1960 2110 2280 2600 2920 3000 3000 3000 3000 3000 3000 3000 3000 ...... 980 1280 1470 1660 1840 2030 2210 2390 2580 2940 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 1050 1380 1580 1790 1980 2180 2380 2579 2780 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 ...... 910 1140 1370 1480 1600 1830 2020 2280 2350 2510 2740 ...... 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 1000 1250 1500 1620 1750 2000 2220 2500 2580 2750 3000 ...... 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 1130 1410 1700 1840 1980 2260 2510 2820 2910 3000 3000 ...... 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 1220 1520 1830 2000 2130 2430 2700 3000 3000 3000 3000 ...... 3000 3000 3000 ...... 3000 3000 ...... ...... ...... Std. Alt. Std. Alt. 660 870 1000 1130 1250 1380 1500 1620 1750 1900 2000 2250 2500 2700 2800 2800 2800 540 810 1010 1220 1420 1670 1820 2020 2230 2430 2800 2800 2800 450 590 680 770 850 930 1020 1100 1190 1360 1520 1700 1870 2040 2350 2720 2800 2800 2800 2800 520 650 780 ...... 910 1040 1160 1300 1340 1440 1570 ...... 1830 2090 2350 ...... 2610 2800 ...... 2800 ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... 770 1020 1170 1320 1460 1610 1750 1890 2040 2210 2330 2620 2800 2800 2800 2800 2800 630 940 1180 1420 1650 1950 2120 2360 2600 2800 2800 2800 2800 530 690 790 890 990 1090 1190 1290 1390 1580 1790 1980 2180 2380 2740 2800 2800 2800 2800 2800 610 760 920 ...... 1070 1220 1350 1520 1570 1680 1830 ...... 2130 2430 2740 ...... 2800 2800 ...... 2800 ...... 560 740 850 960 1060 1170 1280 1380 1490 1700 1900 2120 2340 2550 2800 2800 2800 2800 2800 2800 650 810 980 ...... 1140 1300 1450 1630 1680 1790 1960 ...... 2290 2610 2800 ...... 2800 2800 ...... 2800 ...... API PIPES (Continued) Size Weight Outside Diameter Norminal Size in. Wall Thickness mm Sch No. 20 30 10 10 3/4 273.0 40 60 80 100 120 140 20 30 12 12 3/4 323.8 40 60 80 100 120 10 20 14 14 355.6 30 40 60 80 100 16 16 406.4 10 20 30 Ib/ft in. mm 0.156 0.188 0.203 0.219 0.250 0.279 0.307 0.344 0.365 0.438 0.500 0.562 0.594 0.625 0.719 0.812 0.844 1.000 0.172 0.188 0.203 0.219 0.250 0.281 0.312 0.330 0.344 0.375 0.406 0.438 0.500 0.562 0.625 0.688 0.750 0.812 0.844 0.875 1.000 0.188 0.203 0.210 0.219 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.594 0.625 0.688 0.750 0.812 0.875 0.938 1.000 0.188 0.203 0.219 0.250 0.281 0.312 0.344 0.375 0.406 3.96 4.78 5.16 5.56 6.35 7.09 7.80 8.74 9.27 11.13 12.70 14.27 15.09 15.88 18.26 20.62 21.44 25.40 4.37 4.78 5.16 5.56 6.35 7.14 7.92 8.38 8.74 9.52 10.31 11.13 12.70 14.27 15.88 17.48 19.05 20.62 21.44 22.22 25.40 4.78 5.16 5.33 5.56 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.09 15.88 17.48 19.05 20.62 22.22 23.83 25.40 4.78 5.16 5.56 6.35 7.14 7.92 8.74 9.52 10.31 17.65 21.21 22.87 24.63 28.04 31.20 34.24 38.23 40.48 48.24 54.74 61.15 64.43 67.58 77.03 86.18 89.29 104.13 23.11 25.22 27.20 29.31 33.38 37.42 41.45 43.77 45.58 49.56 53.52 57.59 65.42 73.15 80.93 88.63 96.12 103.53 107.32 110.97 125.49 27.73 29.91 30.93 32.23 36.71 41.17 45.61 50.17 54.57 58.94 63.44 67.78 72.09 80.66 85.05 89.28 97.81 106.13 114.37 122.65 130.85 138.54 31.75 34.25 36.91 42.05 47.17 52.27 57.52 62.58 67.62 kg/m 26.29 31.59 34.06 36.69 41.77 46.47 51.00 56.94 60.29 71.85 81.54 91.08 95.97 100.66 114.74 128.37 133.00 155.10 34.42 37.57 40.51 43.66 49.72 55.74 61.74 65.20 67.89 73.82 79.72 85.78 97.44 108.96 120.55 132.01 143.17 154.21 159.86 165.29 186.92 41.30 44.55 46.07 48.01 54.68 61.32 67.94 74.73 81.28 87.79 94.49 100.96 107.38 120.14 126.68 132.98 145.69 158.08 170.35 182.69 194.90 206.80 47.29 51.02 54.98 62.63 70.26 77.86 85.68 93.21 100.72 Hydrostatic Test Pressure API 5L kg/ft 8.01 9.63 10.38 11.18 12.73 14.16 15.54 17.36 18.38 21.90 24.85 27.76 29.25 30.68 34.97 39.13 40.54 47.28 10.49 11.45 12.35 13.31 15.15 16.99 18.82 19.87 20.69 22.50 24.30 26.15 29.70 33.21 36.74 40.24 43.64 47.00 48.72 50.38 56.97 12.59 13.58 14.04 14.63 16.67 18.69 20.71 22.78 24.77 26.76 28.80 30.77 32.73 36.62 38.61 40.53 44.41 48.18 51.92 55.68 59.41 63.03 14.40 15.54 16.74 19.07 21.40 23.71 26.09 28.39 30.67 37 A API 5LX B X42 X46 X52 X56 760 920 ...... 1070 1220 1360 1500 1680 1780 2140 2440 2740 ...... 2800 2800 2800 ...... ...... 1040 1250 1350 1450 1660 1850 2040 2280 2420 2910 3000 3000 ...... 3000 3000 ...... ...... ...... 1130 1370 1480 1590 1820 2030 2230 2500 2660 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 1280 1550 1670 1800 2060 2290 2520 2830 3000 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 1380 1660 1800 1940 2210 2470 2720 3000 3000 3000 3000 3000 ...... 3000 3000 ...... ...... ...... 570 620 ...... 720 820 930 1030 1090 1130 1240 ...... 1440 1650 1850 2060 2270 2470 2670 ...... 2800 ...... 710 770 ...... 900 1030 1160 1280 1360 1420 1540 ...... 1800 2060 2310 2570 2800 2800 2800 ...... 2800 ...... 960 1050 1140 1230 1400 1570 1750 1850 1930 2100 2270 2450 2800 3000 3000 3000 3000 3000 ...... 3000 ...... 1050 1150 1250 1340 1530 1720 1910 2020 2110 2300 2490 2690 3000 3000 3000 3000 3000 3000 ...... 3000 ...... 1190 1300 1410 1520 1730 1950 2160 2290 2390 2600 2810 3000 3000 3000 3000 3000 3000 3000 ...... 3000 ...... 1280 1400 1520 1640 1870 2100 2330 2460 2570 2800 3000 3000 3000 3000 3000 3000 3000 3000 ...... 3000 ...... 600 650 ...... ...... 800 900 1000 1110 1210 ...... 1410 ...... 1610 1810 ...... 2010 2210 2410 2610 2800 2800 ...... 560 610 ...... ...... 750 840 940 1030 1120 ...... 1310 ...... 1500 1690 ...... 1880 2060 2250 2440 2520 2800 ...... 700 760 ...... ...... 940 1050 1170 1290 1410 ...... 1640 ...... 1880 2110 ...... 2340 2580 2800 2800 2800 2800 ...... 960 ...... 1070 1120 1280 1430 1590 1750 1910 2070 2230 2390 2550 2870 ...... 3000 3000 3000 3000 3000 3000 ...... 1050 ...... 1170 1220 1400 1570 1740 1920 2090 2270 2450 2620 2790 3000 ...... 3000 3000 3000 3000 3000 3000 ...... 1190 ...... 1330 1380 1580 1770 1970 2170 2370 2560 2770 2960 3000 3000 ...... 3000 3000 3000 3000 3000 3000 ...... 1280 ...... 1430 1490 1700 1910 2120 2340 2550 2760 2980 3000 3000 3000 ...... 3000 3000 3000 3000 3000 3000 ...... 530 570 620 700 790 880 970 1050 ...... 490 530 570 660 740 820 900 980 ...... 620 670 720 820 920 1020 1130 1230 ...... 840 910 980 1120 1250 1390 1540 1670 1810 920 990 1070 1220 1370 1520 1680 1830 1980 1040 1120 1210 1380 1550 1720 1900 2070 2240 1120 1210 1300 1490 1670 1860 2050 2230 2420 Std. Alt. Std. Alt. 520 630 ...... 730 840 930 1030 1150 1220 1470 1670 1880 ...... 2090 2410 2720 ...... ...... 650 790 ...... 920 1050 1170 1290 1440 1530 1830 2090 2350 ...... 2620 2800 2800 ...... ...... 610 730 ...... 860 980 1090 1200 1340 1430 1710 1950 2200 ...... 2440 2800 2800 ...... ...... 490 530 ...... 620 710 790 880 930 970 1060 ...... 1240 1410 1590 1760 1940 2120 2290 ...... 2470 ...... 610 660 ...... 770 880 990 1100 1160 1210 1320 ...... 1550 1760 1980 2210 2430 2650 2800 ...... 2800 ...... 480 520 ...... ...... 640 720 800 880 960 ...... 1130 ...... 1290 1450 ...... 1610 1770 1930 2090 2250 2410 ...... 420 460 490 560 630 700 770 840 ...... API PIPES (Continued) Size Weight Outside Diameter Norminal Size in. Wall Thickness mm Sch No. 40 16 16 406.4 60 80 10 20 30 18 18 457.2 40 60 80 10 20 30 20 20 508.0 60 22 22 558.8 10 20 Ib/ft in. mm 0.438 0.469 0.500 0.562 0.625 0.656 0.688 0.750 0.812 0.844 0.875 0.938 1.000 1.062 1.125 0.188 0.219 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.187 1.188 1.250 0.219 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.187 1.188 1.250 1.312 1.375 0.219 0.250 0.281 0.312 0.344 0.375 11.13 11.91 12.70 14.27 15.88 16.66 17.48 19.05 20.62 21.44 22.22 23.83 25.40 26.97 28.58 4.78 5.56 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.15 30.18 31.75 5.56 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.15 30.15 31.76 33.32 34.92 5.56 6.35 7.14 7.92 8.74 9.52 72.80 77.79 82.77 92.66 102.63 107.50 112.51 122.15 131.71 136.61 141.34 150.89 160.20 169.43 178.72 35.76 41.59 47.39 53.18 58.94 64.87 70.59 76.29 82.15 87.81 93.45 104.67 115.98 127.21 138.17 149.06 160.03 170.92 181.56 192.11 202.75 213.14 213.31 223.61 46.27 52.73 59.18 65.60 72.21 78.60 84.96 91.51 97.83 104.13 116.67 129.33 141.90 154.19 166.40 179.72 190.96 202.92 214.80 226.78 238.50 238.68 250.31 261.86 273.51 50.94 58.07 65.18 72.27 79.56 6.61 kg/m 108.44 115.87 123.29 138.02 152.87 160.12 167.58 181.94 196.18 203.48 210.53 224.75 238.62 252.37 266.20 53.26 61.95 70.59 79.21 87.79 96.62 105.14 113.63 122.36 130.79 139.19 155.91 172.75 189.48 205.80 222.02 238.36 254.59 270.43 286.15 302.00 317.47 317.73 333.07 68.92 78.54 88.15 97.71 107.56 117.07 126.55 136.30 145.72 151.10 173.78 192.64 211.36 229.67 247.85 266.20 284.43 302.25 319.94 337.79 355.25 ....... 372.84 390.04 407.39 75.88 86.50 97.09 107.65 118.50 129.01 Hydrostatic Test Pressure API 5L kg/ft 33.02 35.29 37.54 42.03 46.55 48.80 51.03 55.41 59.74 62.02 64.11 68.44 72.67 76.85 81.07 16.22 18.87 21.50 24.12 26.74 29.43 32.02 34.61 37.26 39.83 42.39 47.48 52.61 57.70 62.67 67.61 72.59 77.53 82.36 87.14 91.97 96.68 96.76 101.43 20.99 23.92 26.84 29.76 32.75 35.65 38.54 41.51 44.38 47.23 52.92 58.66 64.37 69.94 75.48 81.07 86.62 92.04 97.43 102.87 108.18 ....... 113.54 118.78 124.06 23.11 26.34 29.57 32.78 36.09 39.29 38 A API 5LX B Std. Alt. Std. Alt. 990 ....... 1120 1260 1410 ....... 1550 1690 1830 ....... 1970 2110 2250 2390 2530 380 440 500 560 620 690 750 ....... 880 ....... 1000 1120 1250 1380 1500 1620 1750 1880 2000 2120 2250 2370 ....... 2500 390 450 510 560 620 680 ....... 790 ....... 900 1010 1120 1240 1350 1460 1580 1690 1800 1910 2020 2140 ....... 2250 2360 2480 360 410 460 510 560 610 1230 ....... 1410 1580 1760 ....... 1940 2110 2280 ....... 2460 2640 2800 2800 2800 470 550 620 700 780 860 940 ....... 1100 ....... 1250 1400 1560 1720 1880 2030 2190 2340 2500 2660 2800 2800 ....... 2800 490 560 630 700 770 840 ....... 990 ....... 1120 1260 1410 1550 1690 1830 1970 2110 2250 2390 2530 2670 ....... 2760 2750 2750 450 510 570 640 700 770 1150 ....... 1310 1480 1640 ....... 1810 1970 2130 ....... 2300 2460 2620 2790 2800 440 510 580 660 730 800 880 ....... 1020 ....... 1170 1310 1460 1610 1750 1890 2040 2190 2330 2480 2620 2770 ....... 2800 460 520 590 660 720 790 ....... 920 ....... 1050 1180 1310 1440 1580 1710 1840 1970 2100 2230 2360 2490 ....... 2620 2750 2750 420 480 540 600 660 720 1440 ....... 1640 1840 2050 ....... 2260 2460 2660 ....... 2800 2800 2800 2800 2800 550 640 730 820 910 1000 1090 ....... 1280 ....... 1460 1640 1820 2010 2190 2370 2550 2740 2800 2800 2800 2800 ....... 2800 570 660 740 820 900 980 ....... 1150 ....... 1310 1480 1640 1810 1970 2130 2300 2460 2620 2750 2750 2750 ....... 2750 2750 2750 520 600 670 740 820 890 X42 X46 X52 X56 1950 2090 2230 2510 2790 ....... 3000 3000 3000 ....... 3000 3000 3000 3000 3000 750 870 990 1110 1240 1360 1490 1610 1740 1860 1980 2230 2480 2730 2980 3000 3000 3000 3000 3000 3000 ....... 3000 3000 830 940 1060 1180 1300 1420 1530 1660 1770 1890 2120 2360 2600 2750 2750 2750 2750 2750 2750 2750 ....... 2750 2750 2750 2750 750 860 970 1070 1180 1290 2140 2290 2440 2750 3000 ....... 3000 3000 3000 ....... 3000 3000 3000 3000 3000 820 950 1090 1220 1360 1490 1630 1760 1900 2040 2170 2440 2720 2990 3000 3000 3000 3000 3000 3000 3000 ....... 3000 3000 910 1040 1160 1290 1420 1550 1680 1810 1940 2070 2330 2590 2750 2750 2750 2750 2750 2750 2750 2750 ....... 2750 2750 2750 2750 820 940 1060 1170 1290 1410 2420 2590 2760 3000 3000 ....... 3000 3000 3000 ....... 3000 3000 3000 3000 3000 920 1080 1230 1380 1530 1690 1840 1990 2150 2300 2460 2760 3000 3000 3000 3000 3000 3000 3000 3000 3000 ....... 3000 3000 1020 1170 1320 1460 1610 1760 1900 2050 2190 2340 2630 2750 2750 2750 2750 2750 2750 2750 2750 2750 ....... 2750 2750 2750 2750 930 1060 1200 1330 1460 1600 2610 2790 2980 3000 3000 ....... 3000 3000 3000 ....... 3000 3000 3000 3000 3000 990 1160 1320 1490 1650 1820 1980 2150 2320 2480 2640 2970 3000 3000 3000 3000 3000 3000 3000 3000 3000 ....... 3000 3000 1100 1260 1420 1570 1730 1890 2050 2210 2360 2520 2750 2750 2750 2750 2750 2750 2750 2750 2750 2750 ....... 2750 2750 2750 2750 1000 1150 1290 1430 1580 1720 API PIPES (Continued) Size Weight Outside Diameter Norminal Size in. Wall Thickness mm Sch No. 30 22 22 558.8 60 80 100 10 20 30 24 24 609.6 40 10 26 26 660.4 28 28 711.2 20 10 Ib/ft in. mm 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 1.312 1.375 1.437 1.438 1.500 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.187 1.188 1.250 1.312 1.375 1.437 1.438 1.500 1.562 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 0.250 0.281 0.312 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.15 31.75 33.32 34.92 36.50 36.53 38.10 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.15 30.18 31.75 33.32 34.92 36.50 36.53 38.10 39.67 6.36 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 6.35 7.14 7.92 93.63 100.86 107.85 114.81 128.67 142.68 156.60 170.21 183.75 197.41 211.00 224.28 237.48 250.81 263.85 277.01 289.88 302.88 315.58 ....... 328.41 63.41 71.18 78.93 86.91 94.62 102.31 110.22 117.86 125.49 140.68 156.03 171.29 186.23 201.09 216.10 231.03 245.64 260.12 274.84 289.20 289.44 303.71 317.91 332.25 346.28 346.50 360.45 374.31 68.75 77.18 85.60 94.26 102.63 110.98 119.57 127.88 136.17 152.68 169.38 185.99 202.25 218.43 234.79 251.07 267.00 74.09 83.19 92.26 kg/m 139.46 150.23 160.64 171.01 191.65 212.52 233.26 253.53 273.70 294.02 314.28 334.07 353.73 373.58 393.00 412.61 431.78 451.14 470.06 ....... 489.17 94.45 106.02 117.57 129.45 140.94 152.39 164.17 175.55 186.92 209.54 232.41 255.14 277.39 299.52 321.88 344.12 365.88 387.52 409.37 430.76 ....... 452.38 473.53 494.89 515.78 ....... 536.89 557.53 102.40 114.96 127.50 140.40 152.87 165.30 178.10 190.48 202.83 227.42 252.29 277.03 301.25 325.35 349.72 373.97 397.70 110.36 123.91 137.42 Hydrostatic Test Pressure API 5L kg/ft 42.47 45.75 48.92 52.08 58.36 64.72 71.03 77.21 83.35 89.55 95.71 101.73 107.72 113.77 119.68 125.65 129.22 137.39 143.15 ....... 148.97 28.76 32.29 35.80 39.42 42.92 46.41 50.00 53.46 56.92 63.81 70.78 77.70 84.47 91.21 98.02 104.80 111.42 118.01 124.65 131.18 ....... 137.76 144.20 150.71 157.07 ....... 163.50 169.79 31.19 35.01 38.83 42.76 46.55 50.34 54.24 58.01 61.77 69.26 76.83 84.37 91.74 99.08 106.50 113.89 121.11 33.61 37.73 41.85 39 A API 5LX B Std. Alt. Std. Alt. ....... 720 ....... 820 920 1020 1130 1230 1330 1430 1530 1640 1740 1840 1940 2050 2150 2250 2350 ....... 2450 380 420 470 520 560 ....... 660 ....... 750 840 940 1030 1120 1220 1310 1410 1500 1590 1690 1780 ....... 1880 1970 2060 2160 ....... 2250 2300 350 390 430 480 520 ....... 610 ....... 690 780 870 950 1040 1120 1210 1300 1380 320 360 400 ....... 900 ....... 1020 1150 1280 1410 1530 1660 1790 1920 2050 2170 2300 2430 2500 2500 2500 2500 ....... 2500 470 530 580 640 700 ....... 820 ....... 940 1050 1170 1290 1410 1520 1640 1760 1880 1990 2110 2230 ....... 2300 2300 2300 2300 ....... 2300 2300 430 490 540 600 650 ....... 760 ....... 870 970 1080 1190 1300 1410 1510 1620 1730 400 450 500 ....... 840 ....... 950 1070 1190 1310 1430 1550 1670 1790 1910 2030 2150 2270 2390 2500 2500 2500 ....... 2500 440 490 550 600 660 ....... 770 ....... 880 980 1090 1200 1310 1420 1530 1640 1750 1860 1970 2080 ....... 2190 2300 2300 2300 ....... 2300 2300 400 450 500 560 610 ....... 710 ....... 810 910 1010 1110 1210 1310 1410 1520 1620 370 420 470 ....... 1050 ....... 1190 1340 1490 1640 1790 1940 2090 2240 2390 2500 2500 2500 2500 2500 2500 2500 ....... 2500 550 610 680 750 820 ....... 960 ....... 1090 1230 1370 1500 1640 1780 1910 2050 2190 2300 2300 2300 ....... 2300 2300 2300 2300 ....... 2300 2300 500 570 630 690 760 ....... 880 ....... 1010 1130 1260 1390 1510 1640 1770 1890 2000 470 530 580 X42 X46 X52 X56 1400 1510 1610 1720 1930 2150 2360 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 ....... 2500 2500 790 890 980 1080 1180 1280 1380 1480 1580 1770 1970 2170 2300 2300 2300 2300 2300 2300 2300 ....... 2300 2300 2300 2300 ....... 2300 2300 2300 730 820 910 1000 1090 1180 1270 1360 1450 1630 1820 2000 2000 2000 2000 2000 2000 680 760 840 1530 1650 1770 1880 2120 2350 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 ....... 2500 2500 860 970 1080 1190 1290 1400 1510 1620 1720 1940 2160 2300 2300 2300 2300 2300 2300 2300 2300 ....... 2300 2300 2300 2300 ....... 2330 2300 2300 800 890 990 1100 1190 1290 1390 1490 1590 1790 1990 2000 2000 2000 2000 2000 2000 740 830 920 1730 1860 2000 2130 2390 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 ....... 2500 2500 980 1100 1220 1340 1460 1580 1710 1830 1950 2190 2300 2300 2300 2300 2300 2300 2300 2300 2300 ....... 2300 2300 2300 2300 ....... 2300 2300 2300 900 1010 1120 1240 1350 1460 1580 1690 1800 2000 2000 2000 2000 2000 2000 2000 2000 840 940 1040 1860 2010 2150 2290 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 ....... 2500 2500 1050 1180 1310 1440 1580 1710 1840 1970 2100 2300 2300 2300 2300 2300 2300 2300 2300 2300 2300 ....... 2300 2300 2300 2300 ....... 2300 2300 2300 970 1090 1210 1330 1450 1570 1700 1820 1940 2000 2000 2000 2000 2000 2000 2000 2000 900 1010 1120 API PIPES (Continued) Size Weight Outside Diameter Norminal Size 28 in. 28 Wall Thickness mm 711.2 Sch No. 20 30 10 20 30 30 762.0 30 10 20 32 32 812.8 30 40 10 34 34 863.6 20 30 40 Ib/ft in. mm 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 101.61 110.64 119.65 128.93 137.90 146.85 164.69 182.73 200.68 218.27 235.78 253.58 271.10 288.36 79.43 89.19 98.93 108.95 118.65 128.32 138.29 147.92 157.53 176.69 196.08 215.38 234.29 253.12 272.17 291.14 309.72 328.22 346.93 365.56 383.81 84.77 95.19 105.59 116.30 126.66 136.99 147.64 157.94 168.21 188.70 209.43 230.08 250.31 270.47 290.86 311.17 331.08 350.90 370.96 390.94 410.51 90.11 101.19 112.25 123.65 134.67 145.67 157.00 167.95 178.89 200.70 222.78 244.77 266.32 287.81 kg/m 151.35 164.80 178.22 192.04 205.40 218.73 245.31 272.18 298.91 325.11 351.19 377.56 403.80 429.51 118.31 132.85 147.36 162.28 176.73 191.13 205.98 220.33 234.64 263.18 292.06 320.81 348.97 377.02 405.40 433.65 461.33 488.88 516.75 544.60 571.68 126.26 141.79 157.28 173.23 188.66 204.05 219.91 235.25 250.55 281.07 311.95 342.70 372.84 402.87 433.24 463.49 493.14 522.74 552.54 582.31 611.45 134.22 150.72 167.20 184.18 200.59 216.98 233.85 250.16 266.46 298.94 331.83 364.58 396.70 428.69 Hydrostatic Test Pressure API 5L kg/ft 46.09 50.19 54.27 58.48 62.55 66.61 74.70 82.89 91.03 99.01 106.95 114.98 122.97 130.80 36.03 40.46 44.87 49.42 53.82 58.21 62.73 67.10 71.46 80.15 88.94 97.70 106.27 114.82 123.46 132.06 140.49 148.88 157.37 165.82 174.10 38.45 43.18 47.90 52.75 57.45 62.14 66.97 71.64 76.30 85.58 95.00 104.36 113.54 122.69 131.93 141.15 150.18 159.17 168.27 177.33 186.21 40.87 45.90 50.92 56.09 61.09 66.08 71.22 76.18 81.14 91.04 101.05 111.03 120.81 130.55 40 A API 5LX B Std. Alt. Std. Alt. ....... 480 ....... 560 ....... 640 720 800 880 960 1040 1120 1210 1290 300 340 370 ....... 450 ....... 530 ....... 600 670 750 830 900 970 1050 1130 1200 1270 1350 1430 1500 280 320 350 ....... 420 ....... 490 ....... 560 530 700 770 840 910 980 1060 1120 1190 1270 1340 1410 260 300 330 ....... 400 ....... 460 ....... 530 600 660 730 790 860 ....... 600 ....... 700 ....... 800 900 1000 1100 1210 1300 1410 1510 1610 370 420 470 ....... 560 ....... 660 ....... 750 840 940 1030 1120 1220 1310 1410 1500 1590 1690 1780 1880 350 400 440 ....... 530 ....... 620 ....... 700 790 880 970 1050 1140 1230 1320 1410 1490 1580 1670 1760 330 370 410 ....... 500 ....... 580 ....... 660 740 830 910 990 1070 ....... 560 ....... 660 ....... 750 840 940 1030 1120 1220 1310 1410 1500 350 390 440 ....... 520 ....... 610 ....... 700 790 880 960 1060 1140 1220 1310 1400 1490 1580 1660 1750 330 370 410 ....... 490 ....... 570 ....... 660 740 820 900 980 1070 1150 1230 1310 1390 1480 1560 1640 310 350 390 ....... 460 ....... 540 ....... 620 690 770 850 930 1000 ....... 700 ....... 820 ....... 940 1050 1170 1290 1410 1520 1640 1760 1880 440 490 550 ....... 660 ....... 770 ....... 880 980 1090 1200 1310 1420 1530 1640 1750 1860 1970 2080 2190 410 460 510 ....... 620 ....... 720 ....... 820 920 1030 1130 1230 1330 1440 1540 1640 1740 1850 1950 2050 390 430 480 ....... 580 ....... 680 ....... 770 870 970 1060 1160 1250 X42 X46 X52 X56 930 1010 1100 1180 1270 1350 1520 1690 1860 2020 2190 2360 2530 2700 630 710 790 870 940 1020 1100 1180 1260 1420 1580 1730 1890 2050 2200 2360 2520 2680 2840 2990 3000 590 660 740 810 890 960 1030 1110 1180 1330 1480 1630 1770 1920 2070 2220 2360 2510 2660 2810 2950 560 620 690 760 830 900 970 1040 1110 1250 1390 1530 1670 1810 1020 1110 1200 1300 1390 1480 1660 1850 2030 2220 2400 2590 2770 2960 690 780 860 950 1040 1120 1210 1290 1380 1550 1720 1900 2070 2240 2420 2590 2760 2930 3000 3000 3000 650 730 810 890 970 1050 1130 1210 1290 1450 1620 1780 1940 2100 2260 2430 2590 2750 2910 3000 3000 610 680 760 840 910 990 1070 1140 1220 1370 1520 1680 1830 1980 1150 1250 1360 1460 1570 1670 1880 2090 2300 2510 2710 2920 3000 3000 780 880 970 1070 1170 1270 1370 1460 1560 1750 1950 2150 2340 2530 2730 2930 3000 3000 3000 3000 3000 730 820 910 1010 1100 1190 1280 1370 1460 1640 1830 2010 2190 2380 2560 2740 2920 3000 3000 3000 3000 690 770 860 950 1030 1120 1210 1290 1380 1550 1720 1890 2060 2240 1240 1350 1450 1580 1690 1800 2020 2250 2480 2700 2920 3000 3000 3000 840 940 1050 1160 1260 1360 1470 1580 1680 1890 2100 2310 2520 2730 2940 3000 3000 3000 3000 3000 3000 790 890 980 1080 1180 1280 1380 1480 1580 1770 1970 2170 2360 2560 2760 2950 3000 3000 3000 3000 3000 740 830 920 1020 1110 1200 1300 1390 1480 1670 1850 2040 2220 2410 API PIPES (Continued) Size Weight Outside Diameter Norminal Size 34 in. 34 Wall Thickness mm Sch No. 863.6 10 20 36 36 914.4 30 40 38 38 965.2 40 40 1016.0 42 42 1066.8 Ib/ft in. mm 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.250 0.281 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.312 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.344 0.375 0.406 0.438 22.22 23.83 25.40 26.97 28.58 30.18 31.75 6.35 7.14 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.68 30.18 31.75 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 7.92 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 8.74 9.52 10.31 11.13 309.55 331.21 352.44 373.59 394.99 416.31 437.21 95.45 107.20 118.92 131.00 142.68 154.34 166.35 177.97 189.57 212.70 236.12 259.42 282.35 305.16 328.24 351.25 373.80 396.27 419.02 441.69 463.91 125.58 138.35 150.69 163.01 175.71 187.99 200.25 224.71 249.48 274.16 298.37 322.50 346.93 371.28 395.16 418.96 443.05 467.06 490.61 132.25 145.69 158.70 171.68 185.06 198.01 210.93 236.71 262.83 288.86 314.39 339.84 365.62 391.32 416.52 441.64 467.08 492.44 517.31 153.04 166.71 180.35 194.42 kg/m 461.07 493.34 524.96 556.46 588.34 620.09 651.22 142.17 159.67 177.13 195.12 212.52 229.89 247.78 265.09 282.36 316.82 351.72 386.48 420.56 454.54 488.91 523.19 556.78 590.24 624.13 657.90 690.99 187.05 206.07 224.45 242.80 261.72 280.01 298.27 334.71 371.60 408.36 444.42 480.36 516.75 553.02 588.59 624.04 659.92 695.69 730.76 196.99 217.01 236.38 255.72 275.65 294.94 314.18 352.58 391.49 430.25 468.28 506.19 544.59 582.87 620.41 657.82 695.72 733.49 770.53 227.95 248.31 268.63 289.59 Hydrostatic Test Pressure API 5L kg/ft 140.41 150.24 162.13 169.46 179.17 188.84 198.32 43.30 48.63 53.94 59.42 64.72 70.01 75.46 80.73 85.99 96.48 107.11 117.70 128.07 138.42 148.89 159.33 169.56 179.75 190.07 200.35 210.43 56.96 62.76 68.35 73.94 79.70 85.27 90.83 101.93 113.16 124.36 135.34 146.29 157.37 168.41 179.24 190.04 200.97 211.86 222.54 59.99 66.08 71.99 77.87 83.94 89.82 95.68 107.37 119.22 131.03 142.61 154.15 165.85 177.50 188.93 200.33 211.87 223.37 234.65 69.42 75.62 81.81 88.19 41 A API 5LX B Std. Alt. Std. Alt. 930 990 1060 1120 1190 1260 1320 250 280 310 ....... 380 ....... 440 ....... 500 560 620 690 750 810 880 940 1000 1060 1130 1190 1250 300 330 360 380 410 440 470 530 590 650 710 770 830 890 950 1010 1070 1130 1180 280 310 340 370 390 420 450 510 560 620 680 730 790 840 900 960 1010 1070 1130 290 320 350 380 1160 1240 1320 1410 1490 1570 1650 310 350 390 ....... 470 ....... 550 ....... 620 700 780 860 940 1020 1090 1170 1250 1330 1410 1480 1560 370 410 440 480 520 560 590 670 740 810 890 960 1040 1110 1180 1260 1330 1410 1480 350 390 420 460 490 530 560 630 700 770 840 910 980 1060 1120 1190 1270 1340 1410 370 400 430 470 1080 1160 1240 1310 1390 1470 1540 290 330 360 ....... 440 ....... 510 ....... 580 660 730 800 880 950 1020 1090 1170 1240 1310 1390 1460 340 380 410 450 480 520 550 620 690 760 830 900 970 1040 1110 1170 1240 1310 1380 330 360 390 430 460 490 520 590 660 720 790 850 920 980 1050 1120 1180 1250 1310 340 380 410 440 1350 1450 1540 1650 1740 1830 1930 360 410 450 ....... 550 ....... 640 ....... 730 820 910 1000 1090 1180 1280 1370 1460 1550 1640 1730 1820 430 480 520 560 610 650 690 780 860 950 1040 1120 1210 1300 1380 1470 1550 1640 1730 410 450 490 530 570 620 660 740 820 900 980 1070 1150 1230 1310 1390 1480 1560 1640 430 470 510 550 X42 X46 X52 X56 1950 2090 2220 2360 2500 2640 2780 520 590 660 720 790 850 920 980 1050 1180 1310 1440 1580 1710 1840 1970 2100 2230 2360 2490 2630 620 680 750 810 870 930 990 1120 1240 1370 1490 1620 1740 1870 1990 2110 2240 2360 2490 590 650 710 770 830 890 940 1060 1180 1300 1420 1530 1650 1770 1890 2010 2130 2250 2360 620 680 730 790 2130 2280 2440 2590 2740 2890 3000 580 650 720 790 860 930 1010 1080 1150 1290 1440 1580 1720 1870 2010 2160 2300 2440 2590 2730 2870 680 750 820 880 950 1020 1090 1220 1360 1500 1630 1770 1910 2040 2180 2310 2450 2590 2720 650 710 780 840 910 970 1040 1160 1290 1420 1550 1680 1810 1940 2070 2200 2330 2460 2590 680 740 800 860 2410 2580 2750 2920 3000 3000 3000 650 730 810 890 980 1060 1140 1220 1300 1460 1620 1790 1950 2110 2280 2440 2600 2760 2930 3000 3000 770 850 920 1000 1080 1160 1230 1380 1540 1690 1850 2000 2160 2310 2460 2620 2770 2930 3000 730 800 880 950 1020 1100 1170 1320 1460 1610 1760 1900 2050 2190 2340 2490 2630 2780 2930 770 840 900 980 2590 2780 2960 3000 3000 3000 3000 700 790 870 960 1050 1140 1230 1310 1400 1570 1750 1930 2100 2270 2450 2630 2800 2970 3000 3000 3000 830 910 990 1080 1160 1240 1330 1490 1560 1830 1990 2150 2320 2490 2650 2820 2980 3000 3000 790 870 940 1020 1100 1180 1260 1420 1580 1730 1890 2050 2200 2360 2520 2680 2830 2990 3000 830 900 970 1060 API PIPES (Continued) Size Outside Diameter Norminal Size in. Weight Wall Thickness mm 42 42 1066.8 44 44 1117.6 46 46 1168.4 48 48 1219.2 Sch No. Ib/ft in. mm 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.876 0.938 1.000 1.062 1.125 1.188 1.250 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1250 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.344 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 8.74 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.87 25.40 26.97 28.58 30.18 31.75 208.03 221.61 248.72 276.18 303.55 330.41 357.19 384.31 411.35 437.88 464.32 491.11 517.82 544.01 160.39 174.72 189.03 203.78 218.04 232.29 260.72 289.53 318.25 346.43 374.53 403.00 431.39 459.24 487.01 515.14 543.19 570.71 167.74 182.73 197.70 213.13 228.06 242.97 272.73 302.88 332.95 362.45 391.88 421.69 451.42 480.60 509.69 539.17 568.57 597.41 175.08 190.74 206.37 222.49 238.08 254.65 284.73 316.23 347.64 378.47 409.22 440.38 471.46 501.96 532.38 563.20 593.94 624.11 kg/m 309.86 330.09 370.47 411.37 452.14 492.15 532.03 572.43 612.71 652.22 691.60 731.51 771.29 810.30 238.90 260.25 281.56 303.53 324.77 346.00 388.34 431.25 474.03 516.01 557.86 600.27 642.56 684.04 725.40 767.30 809.08 850.07 249.85 272.18 294.47 317.46 339.70 361.90 406.23 451.14 495.93 539.87 383.71 628.11 672.39 715.85 759.18 803.09 846.89 889.84 260.78 284.11 307.39 331.40 354.62 377.81 424.11 471.02 517.81 563.73 609.53 655.95 702.24 747.67 792.98 838.89 884.67 929.61 Hydrostatic Test Pressure API 5L kg/ft 94.36 100.52 112.82 125.28 137.69 149.87 162.02 174.32 186.59 198.62 210.62 222.77 234.88 246.76 72.75 79.26 85.74 92.43 98.90 105.37 118.26 131.33 144.36 157.14 169.89 182.80 195.68 208.31 220.92 233.67 246.39 258.87 76.09 82.89 89.68 96.68 103.45 110.21 123.71 137.39 151.03 164.41 177.76 191.28 204.76 218.00 231.20 244.57 257.90 270.99 79.42 86.52 93.61 100.92 107.99 115.06 129.15 143.44 157.69 171.67 185.62 199.76 213.85 227.69 241.49 255.47 269.41 283.10 42 A API 5LX B Std. Alt. Std. Alt. 400 430 480 540 590 640 700 750 800 860 910 960 1020 1070 280 310 330 360 380 410 460 510 560 610 660 720 770 820 870 920 970 1020 270 290 320 340 370 390 440 490 540 590 640 680 730 780 830 880 930 980 260 280 300 330 350 380 420 470 520 560 610 660 700 750 800 840 890 940 500 540 600 670 740 800 870 940 1000 1070 1140 1210 1270 1340 350 380 420 450 480 510 570 640 700 770 830 890 960 1020 1090 1150 1210 1280 340 370 400 430 460 490 550 610 670 730 790 860 920 980 1040 1100 1160 1220 320 350 380 410 440 470 530 590 640 700 760 820 880 940 1000 1050 1110 1170 470 500 560 620 690 750 810 880 940 1000 1060 1130 1190 1250 330 360 390 420 450 480 540 600 660 720 780 840 900 950 1010 1070 1130 1190 310 340 370 400 430 460 510 570 630 680 740 800 860 910 970 1030 1080 1140 300 330 360 380 410 440 490 550 600 660 710 770 820 880 930 980 1040 1090 590 520 700 780 860 940 1020 1090 1170 1250 1330 1410 1480 1560 410 450 480 520 560 600 670 750 820 890 970 1040 1120 1190 1270 1340 1420 1490 390 430 460 500 540 570 640 710 790 860 930 1000 1070 1140 1210 1280 1360 1430 380 410 440 480 510 550 610 680 750 820 890 960 1030 1090 1160 1230 1300 1370 X42 X46 X52 X56 840 900 1010 1120 1240 1350 1460 1580 1690 1800 1910 2030 2140 2250 590 640 700 750 810 860 970 1070 1180 1290 1400 1500 1610 1720 1820 1930 2040 2150 570 630 670 720 770 820 920 1030 1130 1230 1330 1440 1540 1640 1750 1850 1950 2050 540 590 640 690 740 790 890 980 1080 1180 1280 1380 1480 1580 1670 1770 1870 1970 920 990 1110 1230 1360 1480 1600 1720 1850 1970 2090 2220 2400 2460 650 710 760 820 880 940 1060 1180 1290 1410 1530 1650 1770 1880 2000 2120 2240 2350 620 680 730 790 840 900 1010 1120 1240 1350 1460 1580 1690 1800 1910 2020 2140 2250 590 650 700 760 810 860 970 1080 1190 1290 1400 1510 1620 1720 1830 1940 2050 2160 1050 1110 1250 1390 1530 1670 1810 1950 2090 2230 2370 2510 2650 2790 730 800 860 930 1000 1060 1200 1330 1460 1600 1730 1860 2000 2130 2260 2390 2530 2660 700 760 830 890 950 1020 1140 1270 1400 1530 1650 1780 1910 2030 2160 2290 2420 2540 670 730 790 850 910 980 1100 1220 1340 1460 1580 1710 1830 1950 2070 2190 2320 2440 1130 1200 1350 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850 3000 790 860 930 1000 1070 1150 1290 1430 1580 1720 1860 2000 2150 2290 2430 2580 2720 2860 750 820 890 960 1030 1100 1230 1370 1510 1640 1780 1920 2060 2190 2330 2470 2600 2740 720 790 850 920 980 1050 1180 1310 1440 1580 1710 1840 1970 2100 2230 2360 2490 2620 API PIPES (Continued) Size Outside Diameter Norminal Size in. Weight Wall Thickness mm 52 52 1320.8 56 56 1422.4 60 60 1524.0 64 64 1625.6 Sch No. Ib/ft in. mm 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 0.375 0.406 0.438 0.469 0.500 0.562 0.625 0.688 0.750 0.812 0.875 0.938 1.000 1.062 1.125 1.188 1.250 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.83 25.40 26.97 28.58 30.18 31.75 9.52 10.31 11.13 11.91 12.70 14.27 15.88 17.48 19.05 20.62 22.22 23.87 25.40 26.97 28.58 30.18 31.75 206.76 223.72 241.20 258.11 275.01 308.74 342.93 377.03 410.51 443.91 477.76 511.53 544.68 577.75 611.26 644.69 677.51 222.78 241.06 259.91 278.15 296.37 332.75 369.63 406.42 442.55 478.60 515.14 551.60 587.40 623.12 659.32 695.45 730.91 238.80 258.40 278.62 298.19 317.73 356.76 396.33 435.71 474.59 513.29 552.52 591.67 630.12 668.48 707.38 746.20 784.31 254.82 275.75 297.33 318.22 339.09 380.76 423.03 464.21 506.63 547.98 589.90 631.74 672.84 713.85 755.44 796.65 837.71 kg/m 307.97 333.23 359.27 384.45 409.63 459.87 510.79 561.69 611.45 661.20 711.62 761.92 811.30 860.56 910.47 960.27 1009.15 340.77 359.06 387.14 414.30 441.44 495.63 550.56 605.36 659.18 712.87 767.30 821.61 874.93 928.14 982.06 1035.87 1088.69 355.69 384.89 415.00 444.15 473.26 531.39 590.33 649.14 706.90 764.55 822.98 881.29 938.56 995.70 1053.64 1111.46 1168.23 379.55 410.73 442.87 473.99 505.07 567.14 630.10 692.93 754.63 816.22 878.66 940.98 1002.20 1063.28 1125.22 1187.06 124.77 Hydrostatic Test Pressure API 5L kg/ft 93.79 101.48 109.41 117.08 124.74 140.04 155.55 171.02 186.21 201.36 216.71 232.03 247.07 262.07 277.27 292.43 307.32 101.05 109.34 117.90 126.17 134.43 150.94 167.66 184.35 200.74 217.09 233.67 250.21 266.44 282.65 299.07 315.46 331.54 108.32 117.21 126.38 135.26 144.12 161.83 179.78 197.68 215.27 232.83 250.62 268.38 285.82 303.22 320.87 338.48 355.76 115.59 125.08 134.87 144.34 153.81 172.71 191.89 211.02 229.81 248.56 267.58 285.56 305.20 323.80 342.67 361.50 379.99 43 A Std. ....... ....... 300 320 350 390 430 480 520 560 610 650 690 740 780 820 870 ....... ....... 280 300 320 360 400 440 480 520 560 600 640 680 720 760 800 ....... ....... ....... ....... 300 340 380 410 450 490 530 560 600 640 680 710 750 ....... ....... ....... ....... 280 320 350 390 420 460 490 530 560 600 630 670 700 API 5LX B Alt. ....... ....... 380 410 430 490 540 600 650 700 760 810 870 920 970 1030 1080 ....... ....... 350 380 400 450 500 550 600 650 700 750 800 850 900 950 1000 ....... ....... ....... ....... 380 420 470 520 560 610 660 700 750 800 840 890 940 ....... ....... ....... ....... 350 400 440 480 530 570 620 660 700 750 790 840 880 Std. ....... ....... 350 380 400 450 500 560 610 660 710 760 810 860 910 960 1010 ....... ....... 330 350 380 420 470 520 560 610 660 700 750 800 840 890 940 ....... ....... ....... ....... 350 390 440 480 530 570 610 660 700 740 790 830 880 ....... ....... ....... ....... 330 370 410 450 490 530 570 620 660 700 740 780 820 Alt. ....... ....... 440 470 500 570 630 690 760 820 880 950 1010 1070 1140 1200 1260 ....... ....... 410 440 470 530 590 650 700 760 820 880 940 1000 1050 1110 1170 ....... ....... ....... ....... 440 490 550 600 660 710 770 820 880 930 980 1040 1090 ....... ....... ....... ....... 410 460 510 560 620 670 720 770 820 870 920 970 1030 X42 X46 X52 X56 ....... ....... 640 680 730 820 910 1000 1090 1180 1270 1360 1450 1540 1640 1730 1820 ....... ....... 590 630 680 760 840 930 1010 1100 1180 1270 1350 1430 1520 1600 1690 ....... ....... ....... ....... 639 710 790 870 950 1020 1100 1180 1260 1340 1420 1500 1580 ....... ....... ....... ....... 590 660 740 810 890 960 1030 1110 1180 1250 1330 1400 1480 ....... ....... 700 750 800 890 1000 1100 1190 1290 1390 1490 1590 1690 1790 1890 1990 ....... ....... 650 690 740 830 920 1020 1110 1200 1290 1390 1480 1570 1660 1760 1850 ....... ....... ....... ....... 690 780 860 950 1030 1120 1210 1290 1380 1470 1550 1650 1720 ....... ....... ....... ....... 650 730 810 890 970 1050 1130 1210 1290 1370 1460 1540 1620 ....... ....... 790 840 900 1010 1130 1240 1350 1460 1580 1690 1800 1910 2030 2140 2250 ....... ....... 730 780 840 940 1040 1150 1250 1360 1460 1570 1670 1780 1880 1990 2090 ....... ....... ....... ....... 780 880 980 1070 1170 1270 1370 1460 1560 1660 1760 1850 1950 ....... ....... ....... ....... 730 820 910 1010 1100 1190 1280 1370 1460 1550 1650 1740 1830 ....... ....... 850 910 970 1090 1210 1330 1450 1570 1700 1820 1940 2060 2180 2300 2420 ....... ....... 790 840 900 1010 1120 1240 1350 1460 1570 1690 1800 1910 2020 2140 2250 ....... ....... ....... ....... 840 940 1050 1160 1260 1360 1470 1580 1680 1780 1890 2000 2100 ....... ....... ....... ....... 790 890 980 1080 1180 1280 1380 1480 1570 1670 1770 1870 1970 PRODUCT SPECIFICATIONS (Structural Steel and Sheet Pile) Mechanical Properties Type of Product Classifications JIS G 3101 : 2004A JIS G 3106 : 2004 Structural Steel JIS G 3136 : 2005 BS 4360 : 1986 BS EN 10025 : 1993/2004 ASTM : 2003 DIN 17100 AS/NZS 3679.1 : 1996 Sheet Pile JIS A 5528 : 2000 SS400 SS490 SS540 SM400 A SM400 B SM490 A SM490 B SM490 YA SM490 YB SM520 B SM520 C SN400 A SN400 B SN490 B 43A 43B 43C 43D 50A 50B 50C 50D S275JR S275JO S275J2 S275J2G3E S355JR S355JO S355J2 S355J2G3E A36 A 572 Gr.42 A 572 Gr.50 A 992 St-33 St 37-2 St 44-2 St 50-2 St 50-3 250 250L0 350 350L0 300 300L0 SY295 SY390 Yield Point N/mm2 (min.) Thickness t 16 16 t 40 245 285 400 245 245 325 325 365 365 365 365 235 235-355B 325-445B 275 275 275 275 355 355 355 355 275 275 275 275 355 355 355 355 Tensile Strength N/mm2 235 275 390 235 235 315 315 355 355 355 355 235 235 235-355 325-445 265 265 265 345 345 345 345 265 265 265 265 345 345 345 345 250 290 345 345-450 185 235 275 295 355 t<12 260 260 360 360 t <11 320 320 175 225 265 285 345 12<t40 250 250 340 340 11 t 40 t <17 300 280 300 280 295 390 Yield Ratio Elongation Impact % (max) % (min) Thickness t >12 Thickness Thickness Temp Energy °C J (min) t 12 t 5 5<t15 t > 16 400-510 490-610 540 min 400-510 400-510 490-610 490-610 490-610 490-610 520-640 520-640 400-510 400-510 490-610 430-580 430-580 430-580 430-580 490-640 490-640 490-640 490-640 410-560 410-560 410-560 410-560 490F-630 490F-630 490F-630 470-630 400-550 415 min 450 minD 450 min 290 340-470 410-540 470-610 490-630 80° 80c 85 - 410 min 410 min 480 min 480 min - 440 min 440 min 490 min 540 min - Remark A : Bend test on material grades SS400, SS490, SS540. B : For the H section, when the t1 is 9 mm or less, the upper limit of the yield point or proof stress shall not be applied. C : For the H section, when the t1 is 9 mm or less, the upper limit of the yield ratio shall be 85%. D : For grades 50 steel of thickness 20 mm and under, the tensile strength shall be a minimum of 485 N/mm2. E : Only in 1993 version. F : For 2004 version, the specified tensile strength is 470-630 N/mm2. G : Verified only when specified at the time of the order. 44 21 19 16 23 23 22 22 19 19 19 19 17 18 17 17 15 13 18 18 17 17 15 15 15 15 17 18 17 20 20 20 20 18 18 18 18 23 23 23 23 22 22 22 22 20 20 18 18 16 24 20 18 20 0 0 0 0 0 0 0 20 0 -20 20 0 -20 20 0 -20 -20 20 0 20 20 - 27 27 27 27 47 27 27 27G 27 27 27G 27 27 27G 27 27 27 27G 27 27 27 - 22 22 20 20 - - 22 22 17 15 - - 21 19 17 22 22 21 21 19 19 19 19 21 22 21 PRODUCT SPECIFICATIONS (Structural Steel and Sheet Pile) Chemical Compositions (ladle analysis), % c (max.) 0.30 0.23 0.20 0.20 0.18 0.20 0.20 0.20 0.20 0.24 0.20 0.18 0.25 0.21 0.18 0.18 0.23 0.20A 0.20A 0.18A 0.21 0.18 0.18 0.18 0.24 0.20 0.20 0.20 0.26 0.21 0.23 0.23 0.17 0.21 0.2 Mn Si (max.) (max.) 1.60 250xC min. 0.60-1.40 0.35 1.60 0.55 1.60 0.55 1.60 0.55 1.60 0.55 1.60 0.55 1.60 0.55 0.60-1.40 0.35 1.60 0.55 1.60 0.50 1.50 0.50 1.50 0.50 1.50 0.50 1.60 0.50 1.50A 0.50 0.50 1.50A 0.50 1.50A 1.50 1.50 1.50 1.50 0.55 1.60 0.55 1.60 0.55 1.60 0.55 1.60 0.40 0.40 1.35B 0.40 1.35B 0.10-0.40 0.50-1.50 - P (max.) 0.050 0.050 0.040 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.050 0.030 0.030 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.040 0.035 0.030 0.025 0.035 0.035 0.030 0.035 0.035 0.040 0.040 0.040 0.035 0.050 0.050 0.050 0.040 S (max.) 0.050 0.050 0.040 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.050 0.015 0.015 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.040 0.035 0.030 0.025 0.035 0.035 0.030 0.035 0.035 0.050 0.050 0.050 0.045 0.050 0.050 0.050 0.040 CEE (max.) 0.36 0.44 0.45 - SWE (max.) 0.36 0.44 - 0.25 0.20 0.22 0.22 0.40 0.40 0.50 0.50 1.50 1.60 1.60 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.43 0.42 0.45 0.45 0.43 0.42 0.45 0.45 0.22 0.22 - 0.50 0.50 - 1.60 1.60 - 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.040 0.44 0.44 - 0.44 0.44 - Nb (max.) 0.003-0.100 0.003-0.100 0.003-0.100 0.003-0.100 0.05 - V (max.) 0.003-0.100 0.003-0.100 0.003-0.100 0.003-0.100 0.010-0.150 0.010-0.150 0.11 - N (max.) 0.009C 0.009C 0.009C 0.009C 0.012 0.009C 0.009C 0.009C - Classifications SS400 SS490 SS540 SM400 A SM400B SM490 A SM490 B SM490 YA SM490 YB SM520 B SM520 C SN400 A SN400 B SN 490 B 43A 43B 43C 43D 50A 50B 50C 50D S275JR S275JO S275J2 S275J2G3G S355JR S355JO S355J2 S355J2G3G A36 A572 Gr.42 A572 Gr.50 A 992D St-33 St 37-2 St 44-2 St 50-2 St 52-3 250 250L0 350 350L0 300 300L0 SY295 SY390 Remark A : It is promissible to vary the carbon and manganese contents (ladle analysis) for grades 50B, 50C, and 50D on the basis of an increase of 0.06% manganese content for each decrease of 0.01% carbon, or vice versa up to maximum manganese content of 1.6% and maximum carbon content of 0.22% for grades 50B and 50C and 0.20% for grade 50D. B : A maximum of manganese of 1.50% is permissible, with an associated reduction of the carbon maximum of 0.03%. C : Nitrogen control excluded. D : Additional chemical composition contro grade A992 : Ni (max.) = 0.45, Co (max.) = 0.05, Cr (max.) = 0.35, Cu (max.) = 0.60, Mo (max.) = 0.15, Co +V (max.) = 0.15, and Mn/S (min.) = 20, Mn/S (min.) = 20. E : Carbon Equivalent : (JIS Standard) CE = C + Mn/6 + Si/24 + Ni/40 + Cr/5 + Mo/4 + V/14 (AS, ASTM Standard) CE = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15. F : Chemical Composition on sensitivity of welding crack =C + SI/30 + Mn/20 + Cu/20 + Ni/60 + Cr/20 + Mo/15 + V/10 + 5B. G : Only in 1993 version. H : For 2004 version, Cu (max.) = 0.55% 45 JIS G 3101 : 2004 JIS G 3106 : 2004 JIS G 3136 : 2005 BS 4360 : 1986 BS EN 10025 : 1993/2004H ASTM : 2003 DIN 17100 AS/NZS 3679.1 : 1996 JIS A 5528 : 2000 UNIVERSAL BEAMS AND COLUMNS Y R tw tf X IMPERIAL UNITS Section Number and Nominal Size mm (in.) W4 102 x 102 (4 x 4) W5 127 x 76 (5 x 3) W5 127 x 127 (5 x 5) W6 152 x 76 (6 x 3) W6 152 x 89 (6 x 3 1/2) W6 152 x 102 (6 x 4) W6 152 x 152 (6 x 6) W7 178 x 89 (7 x 31/2) W7 178 x 102 (7 x 4) W8 203 x 102 (8 x 4) W8 203 x 133 (8 x 51/4) W8 203 x 165 (8 x 61/2) W8 203 x 203 (8 x 8) W10 254 x 102 (10 x 4) W10 254 x 146 (10 x 53/4) W10 254 x 203 (10 x 8) W10 254 x 254 (10 x 10) X D B Y Unit weight M lb/ft kg/m 16.30 24.00 13.80 21.00 13.00 19.35 9.00 13.00 Section area A in.2 cm2 30.90 4.79 26.10 4.05 24.71 3.83 16.80 2.60 19.00 16.00 12.00 9.00 11.00 28.28 23.81 18.00 14.00 16.00 5.56 4.71 3.35 2.76 3.18 16.00 12.00 9.00 25.00 20.00 15.70 15.00 15.00 12.00 11.00 13.00 23.81 17.86 13.39 37.20 30.00 23.00 22.50 22.20 18.10 16.10 19.00 15.50 15.00 13.00 10.00 21.00 20.00 18.00 17.00 15.00 14.00 28.00 24.00 67.00 58.00 48.00 40.00 35.00 31.00 19.00 17.00 15.00 12.00 30.00 29.00 26.00 25.00 22.00 21.00 16.00 57.00 45.00 42.00 39.00 33.00 112.00 100.00 89.00 23.00 22.32 19.35 14.88 31.30 30.00 26.79 25.30 22.30 21.00 41.67 35.72 100.00 86.31 71.43 60.00 52.09 46.13 28.28 25.30 22.32 17.86 44.80 43.00 38.69 37.20 32.74 31.25 24.00 84.80 66.97 62.50 58.04 49.11 167.00 149.00 132.00 Flange Section depth D in. mm 4.21 107.0 4.02 102.0 4.16 105.7 5.00 127.0 in. 3.937 4.016 4.060 3.000 mm 100.0 102.0 103.1 76.2 Thickness T in. mm 12.00 0.472 9.40 0.370 8.76 0.345 7.60 0.299 35.87 30.39 21.60 17.80 20.50 5.15 5.01 6.10 5.91 6.00 130.8 127.3 155.0 150.0 152.4 5.030 5.000 2.953 2.953 3.500 127.8 127.0 75.0 75.0 88.9 0.430 0.360 0.335 0.276 0.303 10.90 9.14 8.50 7.00 7.70 0.270 0.240 0.236 0.197 0.181 6.86 6.10 6.00 5.00 4.60 0.300 0.300 0.315 0.315 0.250 7.62 7.62 8.00 8.00 6.35 4.74 3.55 2.68 7.34 5.87 4.62 4.43 4.37 3.56 3.16 3.75 30.58 22.90 17.29 47.35 37.87 29.80 28.58 28.20 23.00 20.40 24.20 6.28 6.03 5.90 6.38 6.20 6.00 5.99 7.05 6.89 6.81 7.00 159.5 153.2 149.9 162.1 157.5 152.4 152.1 179.0 175.0 173.0 177.8 4.030 4.000 3.940 6.080 6.020 6.000 5.990 3.543 3.543 3.543 4.000 102.4 101.6 100.1 154.4 152.9 152.4 152.1 90.0 90.0 90.0 101.6 0.405 0.280 0.215 0.455 0.365 0.269 0.260 0.394 0.315 0.276 0.311 10.20 7.11 5.46 11.50 9.27 6.80 6.60 10.00 8.00 7.00 7.900 0.260 0.230 0.170 0.320 0.260 0.240 0.230 0.236 0.197 0.177 0.185 6.60 5.48 4.32 8.13 6.60 6.10 5.84 6.00 5.00 4.50 4.70 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.350 0.350 0.350 0.300 6.35 6.35 6.35 6.35 6.35 6.35 6.35 8.90 8.90 8.90 7.62 4.50 4.44 3.84 2.96 6.16 5.89 5.26 5.01 4.45 4.20 8.25 7.08 19.70 17.10 14.10 11.70 10.30 9.12 5.62 4.99 4.41 3.54 8.85 8.54 7.61 7.36 6.49 6.20 4.82 16.74 13.30 12.29 11.50 9.71 32.90 29.40 26.20 29.00 28.65 24.77 19.10 39.74 38.00 33.94 32.30 28.70 27.10 53.23 45.68 127.10 110.30 90.97 75.48 66.45 58.84 36.26 32.19 28.45 22.84 57.10 55.10 49.10 47.50 41.87 40.00 31.10 108.00 85.87 79.30 74.19 62.64 212.30 189.70 168.90 8.00 8.11 7.99 7.89 8.28 8.14 8.14 8.00 7.95 7.99 8.06 7.93 9.00 8.75 8.50 8.25 8.12 8.00 10.24 10.11 9.99 9.87 10.47 10.22 10.33 10.08 10.17 9.90 9.96 8.15 10.10 9.89 9.92 9.73 11.36 11.11 10.88 203.2 206.0 202.9 200.4 210.3 206.8 206.8 203.2 202.0 203.0 204.7 201.1 228.6 222.2 215.9 209.5 206.2 203.2 260.1 256.8 253.7 250.7 265.9 259.6 262.4 256.0 258.3 251.5 253.0 207.0 256.5 249.4 252.0 247.1 288.5 282.2 276.4 4.000 4.015 4.000 3.940 5.270 5.268 5.250 5.250 5.236 5.236 6.535 6.495 8.280 8.220 8.110 8.070 8.020 7.995 4.020 4.010 4.000 3.960 5.819 5.799 5.770 5.762 5.750 5.750 5.709 8.135 8.020 8.150 7.985 7.960 10.415 10.340 10.275 101.6 102.0 101.6 100.1 133.9 133.8 133.3 133.4 133.0 133.0 166.0 165.0 210.3 208.8 206.0 205.0 203.7 203.1 102.1 101.9 101.6 100.6 147.8 147.3 146.6 146.4 146.0 146.1 145.0 211.3 203.7 207.0 202.8 202.2 264.5 262.6 261.0 0.368 0.315 0.255 0.205 0.400 0.378 0.330 0.308 0.276 0.252 0.465 0.400 0.935 0.810 0.685 0.560 0.495 0.435 0.395 0.330 0.270 0.210 0.510 0.500 0.440 0.430 0.360 0.340 0.252 0.650 0.620 0.480 0.530 0.435 1.250 1.120 0.998 9.30 8.00 6.48 5.21 10.10 9.60 8.38 7.80 7.00 6.40 11.80 10.10 23.75 20.57 17.40 14.20 12.50 11.00 10.00 8.38 6.86 5.33 12.90 12.70 11.10 10.90 9.14 8.60 6.40 16.50 15.70 12.20 13.40 11.00 31.75 28.45 25.30 0.205 0.245 0.230 0.170 0.250 0.248 0.230 0.230 0.197 0.197 0.285 0.245 0.570 0.510 0.400 0.360 0.310 0.285 0.250 0.240 0.230 0.190 0.300 0.289 0.260 0.252 0.240 0.240 0.197 0.650 0.350 0.480 0.315 0.290 0.755 0.680 0.615 5.20 6.55 5.84 4.32 6.35 6.30 5.84 5.84 5.00 5.00 7.24 6.22 14.48 12.95 10.16 9.14 7.87 7.24 6.35 6.10 5.84 4.83 7.62 7.30 6.60 6.40 6.10 6.10 5.00 16.50 8.89 12.20 8.00 7.37 19.18 17.27 15.60 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.310 0.310 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 8.00 8.00 10.20 10.20 10.20 10.20 10.20 10.20 10.20 10.20 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.60 12.70 12.70 12.70 12.70 12.70 12.70 12.70 12.70 46 Width B Web Thickness tw in. mm 7.90 0.311 8.00 0.315 7.11 0.280 4.20 0.165 Corner radius r in. mm 6.00 0.236 6.00 0.236 6.35 0.250 6.35 0.300 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X X D B Y Section Number and Nominal Size mm (in.) W4 102 x 102 (4 x 4) W5 127 x 76 (5 x 3) W5 127 x 127 (5 x 5) W6 152 x 76 (6 x 3) W6 152 x 89 (6 x 3 1/2) W6 152 x 102 (6 x 4) W6 152 x 152 (6 x 6) W7 178 x 89 (7 x 31/2) W7 178 x 102 (7 x 4) W8 203 x 102 (8 x 4) W8 203 x 133 (8 x 51/4) W8 203 x 165 (8 x 61/2) W8 203 x 203 (8 x 8) W10 254 x 102 (10 x 4) W10 254 x 146 (10 x 53/4) W10 254 x 203 (10 x 8) W10 254 x 254 (10 x 10) Radius of gyration Moment of inertia ly lx 4 4 4 ix 4 Modulus of section iy Zx Zy in. 14.14 11.00 11.30 11.50 cm 587 456 470 477 in. 4.80 4.01 3.86 1.30 cm 200.00 167.00 161.00 56.00 in. 1.72 1.65 1.72 2.10 cm 4.36 4.18 4.37 5.33 in. 1.000 1.000 1.000 0.720 cm 2.55 2.53 2.54 1.83 in. 6.71 5.46 5.46 4.60 cm 110.00 89.40 89.50 75.00 in. 2.45 2.00 1.90 0.90 cm3 40.10 32.70 31.10 15.00 26.30 21.40 20.20 16.00 20.10 1,090 891 841 666 838 9.13 7.51 1.45 1.19 2.20 380.00 313.00 60.20 49.50 90.00 2.17 2.13 2.46 2.41 2.52 5.51 5.41 6.24 6.11 6.40 1.200 1.260 0.660 0.660 0.830 3.25 3.20 1.67 167 2.10 10.2 8.55 6.65 5.42 6.70 167.00 140.00 109.00 88.80 110.00 3.63 3.00 0.98 0.81 1.20 59.50 49.20 16.00 13.20 20.00 32.10 22.10 16.40 53.40 41.40 30.30 29.10 36.70 29.10 25.50 32.60 1,340 920 683 2,220 1,720 1,263 1,210 1,529 1,213 1,060 1,357 4.43 2.99 2.20 17.10 13.30 9.70 9.32 2.93 2.34 2.05 3.30 184.00 124.00 91.60 712.00 554.00 403.00 388.00 122.00 97.60 85.40 138.00 2.60 2.49 2.47 2.70 2.66 2.56 2.56 2.90 2.86 2.83 2.95 6.60 6.32 6.27 6.86 6.76 6.51 6.50 7.36 7.26 7.20 7.49 0.966 0.918 0.905 1.520 1.500 1.450 1.450 0.820 0.810 0.800 0.940 2.45 2.33 2.30 3.86 3.81 3.68 3.68 2.08 2.06 2.04 2.39 10.20 7.31 5.56 16.70 13.40 10.10 9.72 10.43 8.48 7.51 9.30 167.00 120.00 91.10 274.00 220.00 165.70 159.00 171.00 139.00 123.00 153.00 2.20 1.50 1.11 5.61 4.41 3.20 3.11 1.65 1.32 1.16 1.60 36.10 24.60 18.20 91.90 72.30 52.95 51.00 27.10 21.70 19.00 27.00 50.20 48.00 39.60 30.80 75.30 69.20 61.90 56.40 50.60 47.60 98.00 82.80 272.00 228.00 184.00 146.00 127.00 110.00 96.30 81.90 68.90 53.80 170.00 157.00 144.00 133.00 118.00 106.00 83.50 286.50 248.00 202.50 209.00 170.00 716.00 625.00 542.00 2,091 2,000 1,650 1,280 3,130 2,981 2,580 2,348 2,105 1,980 4,080 3,450 11,300 9,480 7,660 6,080 5,290 4,580 4,010 3,410 2,870 2,240 7,080 6,548 5,990 5,545 4,910 4,425 3,477 11,930 10,300 8,430 8,700 7,080 29,800 26,000 22,580 3.90 3.41 2.73 2.09 9.77 8.50 7.97 6.72 6.61 6.03 21.70 18.30 88.60 75.10 60.90 49.10 42.60 37.10 4.29 3.56 2.89 2.18 16.80 15.20 14.10 12.70 11.40 9.70 7.83 62.61 53.40 43.41 45.00 36.60 236.00 207.00 181.00 163.00 142.00 114.00 87.00 407.00 354.00 332.00 280.00 275.00 251.00 903.00 762.00 3,690.00 3,130.00 2,530.00 2,040.00 1,770.00 1,540.00 176.00 148.00 120.00 90.70 699.00 633.00 587.00 529.00 471.00 404.00 326.00 2,606.00 2,220.00 1,807.00 1,870.00 1,520.00 9,820.00 8,620.00 7,518.00 3.34 3.29 3.21 3.22 3.49 3.43 3.43 3.36 1.22 1.20 3.45 3.42 3.72 3.65 3.61 3.53 3.51 3.47 4.14 4.05 3.95 3.90 4.38 4.29 4.35 4.26 4.27 4.14 4.17 4.13 4.32 4.06 4.27 4.19 4.66 4.61 4.55 8.49 8.36 8.16 8.18 8.86 8.71 8.71 8.53 8.56 8.55 8.76 8.69 9.45 9.27 9.17 8.97 8.92 8.81 10.50 10.30 10.00 9.91 11.10 10.90 11.00 10.80 10.80 10.50 10.60 10.50 11.00 10.30 10.80 10.60 11.80 11.70 11.60 0.930 0.876 0.843 0.841 1.260 1.200 1.230 1.160 1.220 1.200 1.620 1.610 2.120 2.100 2.080 2.040 2.030 2.020 0.874 0.845 0.810 0.785 1.380 1.340 1.360 1.310 1.330 1.250 1.270 1.970 2.010 1.880 1.980 1.940 2.680 2.650 2.630 2.37 2.22 2.14 2.14 3.20 3.05 3.12 2.95 3.09 3.05 4.11 4.09 5.38 5.33 5.28 5.18 5.16 5.13 2.22 2.15 2.06 1.99 3.51 3.40 3.45 3.33 3.38 3.18 3.23 4.91 5.11 4.77 5.03 4.93 6.81 6.73 6.68 12.60 11.80 9.91 7.81 18.20 17.00 15.20 14.10 12.70 11.90 24.30 20.90 60.40 52.00 43.30 35.50 31.20 27.50 18.80 16.20 13.80 10.90 32.50 30.80 27.90 26.40 23.20 21.50 16.78 56.44 49.10 41.25 42.10 35.00 126.00 112.00 99.70 206.00 193.00 162.00 128.00 298.00 279.00 249.00 231.00 208.00 195.00 398.00 342.00 990.00 852.00 710.00 582.00 511.00 451.00 308.00 265.00 226.00 179.00 533.00 505.00 457.00 433.00 380.00 352.00 275.00 905.00 805.00 676.00 690.00 574.00 2,060.00 1,840.00 1,634.00 2.00 1.70 1.37 1.06 3.71 3.20 3.04 2.60 2.52 2.31 6.63 5.63 21.40 18.30 15.00 12.20 10.60 9.27 2.14 1.78 1.45 1.10 5.76 5.20 4.89 4.40 3.97 3.40 2.74 15.07 13.30 10.68 11.30 9.20 45.30 40.00 35.20 32.00 27.90 22.40 17.40 60.80 52.40 49.80 42.60 41.30 37.80 109.00 92.30 351.00 300.00 246.00 200.00 174.00 152.00 35.10 29.20 23.80 18.00 94.40 85.20 80.10 72.10 65.10 55.70 44.90 247.00 218.00 175.00 185.00 151.00 742.00 655.00 577.00 47 3 3 3 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X B IMPERIAL UNITS Section Number and Nominal Size mm (in.) W10 254 x 254 (10 x 10) W12 305 x 102 (12 x 4) W12 305 x 127 (12 x 5) W12 305 x 165 (12 x 61/2) W12 305 x 203 (12 x 8) W12 305 x 254 (12 x 10) W12 305 x 305 (12 x 12) W14 356 x 127 (14 x 5) W14 256 x 171 (14 x 63/4) Y Unit weight M lb/ft kg/m 88.00 77.00 72.00 68.00 60.00 54.00 49.00 22.00 19.00 16.50 16.00 14.00 32.00 28.00 25.00 36.00 35.00 31.00 30.00 27.00 26.00 21.00 50.00 45.00 40.00 58.00 53.00 336.00 305.00 278.00 242.00 230.00 210.00 190.00 170.00 161.00 152.00 136.00 133.00 120.00 106.00 96.00 92.00 87.00 79.00 72.00 65.00 26.00 22.00 45.00 38.00 34.00 30.00 X 131.00 115.00 107.00 101.20 89.29 80.36 73.00 33.00 28.28 25.00 23.81 20.83 48.00 42.00 37.00 54.00 52.09 46.00 44.64 40.00 38.70 31.00 74.41 66.97 59.53 86.31 78.87 500.00 453.90 413.70 375.00 342.30 312.50 283.00 253.00 240.00 226.20 202.40 198.00 179.00 158.00 143.00 137.00 129.50 118.00 107.10 97.00 39.00 33.00 67.00 57.00 51.00 45.00 Section area A cm2 in.2 25.90 22.60 21.20 20.00 17.60 15.80 14.40 6.48 5.57 4.87 4.71 4.16 9.42 8.25 7.36 10.60 10.30 9.13 8.79 7.98 7.65 6.11 14.70 13.20 11.80 17.00 15.60 98.80 89.60 81.90 74.00 67.70 61.80 55.80 50.00 47.40 44.70 39.90 39.10 34.30 31.20 28.20 27.10 25.60 23.20 21.20 19.10 7.69 6.49 13.20 11.20 10.00 8.85 167.10 145.80 136.60 129.00 113.50 101.90 92.90 41.81 35.94 31.40 30.39 26.84 60.80 53.20 47.50 68.40 66.45 58.90 56.71 51.50 49.35 39.40 94.84 85.16 76.13 109.70 100.60 637.40 578.10 528.40 477.40 436.80 398.70 360.00 322.60 305.60 288.40 257.40 252.30 227.70 201.30 182.00 174.60 165.20 149.70 136.10 123.20 49.61 41.87 85.40 72.26 64.52 57.10 Flange Section depth D in. mm 10.84 10.60 10.50 10.40 10.22 10.09 9.98 12.31 12.16 12.00 11.99 11.91 12.22 12.07 11.96 12.24 12.50 12.09 12.34 11.96 12.22 12.05 12.19 12.06 11.94 12.19 12.06 16.82 16.32 15.85 15.41 15.05 14.71 14.38 14.03 13.88 13.71 13.41 13.38 13.12 12.89 12.71 12.62 12.53 12.38 12.25 12.12 13.91 13.74 14.33 14.10 13.98 13.84 Width B 275.30 269.20 266.70 264.20 259.60 256.30 253.50 312.70 308.90 304.80 304.50 302.50 310.40 306.60 303.80 310.90 317.50 307.10 313.40 303.80 310.40 306.00 309.60 306.30 303.30 309.60 306.30 427.20 414.50 402.60 391.40 382.30 373.60 365.30 356.40 352.60 348.20 340.60 339.90 333.20 327.40 322.80 320.40 318.30 314.50 311.10 307.80 353.30 349.00 364.00 358.10 355.10 351.50 48 in. mm 10.265 10.190 10.170 10.130 10.080 10.030 10.000 4.030 4.005 4.000 3.990 3.970 4.930 4.893 4.864 6.565 6.560 6.525 6.520 6.500 6.490 6.460 8.080 8.045 8.005 10.010 9.995 13.385 13.235 13.140 13.005 12.895 12.790 12.670 12.570 12.515 12.480 12.400 12.365 12.320 12.220 12.160 12.155 12.125 12.080 12.040 12.000 5.025 5.000 6.820 6.770 6.745 6.730 260.70 258.80 258.30 257.30 256.00 254.80 254.00 102.40 101.70 101.60 101.30 100.80 125.20 124.30 123.50 166.80 166.60 165.70 165.60 165.10 164.80 164.00 205.20 204.30 203.30 254.30 253.90 340.00 336.20 333.80 330.30 327.50 324.90 321.80 319.30 317.90 317.00 315.00 314.10 312.90 310.40 308.90 308.70 308.00 306.80 305.80 304.80 127.60 127.00 173.20 172.00 171.30 170.90 Thickness T in. mm 0.990 0.870 0.808 0.770 0.680 0.615 0.560 0.425 0.350 0.269 0.265 0.225 0.551 0.476 0.421 0.540 0.520 0.465 0.440 0.400 0.380 0.290 0.640 0.575 0.515 0.640 0.575 2.955 2.705 2.470 2.250 2.070 1.900 1.735 1.560 1.486 1.400 1.250 1.235 1.100 0.990 0.900 0.856 0.810 0.735 0.670 0.605 0.420 0.335 0.618 0.515 0.455 0.385 25.15 22.10 20.50 19.56 17.27 15.60 14.20 10.80 8.89 6.80 6.73 5.71 14.00 12.10 10.70 13.70 13.20 11.80 11.10 10.20 9.65 7.40 16.20 14.60 13.00 16.20 14.60 75.06 68.71 62.74 57.15 52.58 48.26 44.07 39.62 37.70 35.56 31.75 31.40 28.07 24.14 22.86 21.70 20.57 18.67 17.02 15.30 10.60 8.51 15.70 13.00 11.50 9.78 Web Thickness tw in. mm 0.605 0.530 0.510 0.470 0.420 0.370 0.340 0.260 0.235 0.230 0.220 0.200 0.350 0.313 0.284 0.305 0.300 0.265 0.260 0.240 0.230 0.196 0.370 0.335 0.295 0.360 0.345 1.775 1.625 1.530 1.395 1.285 1.180 1.060 0.960 0.905 0.870 0.790 0.755 0.710 0.610 0.550 0.545 0.515 0.470 0.430 0.390 0.255 0.230 0.357 0.310 0.285 0.270 15.37 13.46 13.00 11.94 10.67 9.40 8.64 6.60 5.97 5.80 5.59 5.08 8.90 8.00 7.20 7.70 7.62 6.70 6.60 6.10 5.84 5.00 9.40 8.51 7.49 9.14 8.76 45.08 41.27 38.86 35.43 32.64 29.97 26.92 24.38 23.00 22.10 20.07 19.20 18.03 15.48 13.97 13.80 13.08 11.94 10.92 9.91 6.48 5.84 9.10 7.87 7.24 6.86 Corner radius r in. mm 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.40 0.40 0.40 0.40 0.40 0.40 12.70 12.70 12.70 12.70 12.70 12.70 12.70 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 7.62 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 15.20 10.20 10.20 10.20 10.20 10.20 19.20 D UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X X D B Y Section Number and Nominal Size mm (in.) W10 254 x 254 (10 x 10) W12 305 x 102 (12 x 4) W12 305 x 127 (12 x 5) W12 305 x 165 (12 x 61/2) W12 305 x 203 (12 x 8) W12 305 x 254 (12 x 10) W12 305 x 305 (12 x 12) W14 356 x 127 (14 x 5) W14 256 x 171 (14 x 63/4) Moment of inertia lx 4 in. 534.00 455.00 421.00 394.00 341.00 303.00 272.00 156.00 130.00 105.40 103.00 88.60 228.30 195.60 172.00 285.00 280.80 238.40 238.00 204.10 204.00 157.50 394.00 350.00 310.00 475.00 425.00 4,060.00 3,550.00 3,110.00 2,720.00 2,420.00 2,140.00 1,890.00 1,542.00 1,540.00 1,430.00 1,240.00 1,221.00 1,070.00 933.00 833.00 789.00 740.00 662.00 597.00 533.0 245.00 199.00 469.00 385.00 340.00 291.00 Radius of gyration ly 4 cm 22,200 18,900 17,510 16,400 14,200 12,600 11,300 6,490 5,410 4,387 4,290 3,690 9,504 8,143 7,162 11,900 11,690 9,924 9,910 8,496 8,490 6,554 16,400 14,600 12,900 19,800 17,700 169,000 148,000 129,000 113,000 101,000 89,100 78,700 64,180 68,700 59,500 51,600 50,840 44,500 38,800 34,700 32,840 30,800 27,600 24,800 22,200 10,200 8,280 19,522 16,000 14,200 12,100 4 in. 179.00 154.00 142.00 134.00 116.00 103.00 93.40 4.66 3.76 2.90 2.82 2.36 11.10 9.30 8.10 24.50 23.70 19.80 20.30 16.60 17.30 13.10 56.30 50.00 44.10 107.00 95.80 1,190.00 1,050.00 937.00 828.00 742.00 664.00 589.00 486.00 517.00 454.00 398.00 390.00 345.00 301.00 270.00 256.00 241.00 216.00 195.00 174.00 8.91 7.00 32.70 26.70 23.30 19.60 ix 4 cm 7,450.00 6,410.00 5,903.00 5,580.00 4,830.00 4,290.00 3,890.00 194.00 156.00 120.00 117.00 98.20 460.00 388.00 337.00 1020.00 986.60 824.00 845.00 691.00 720.00 544.00 2,340.00 2,080.00 1,840.00 4,450.00 3,990.00 49,500.00 43,700.00 39,000.00 34,500.00 30,900.00 27,600.00 24,500.00 20,240.00 21,500.00 18,900.00 16,600.00 16,230.00 14,400.00 12,500.00 11,200.00 10,670.00 10,000.00 8,990.00 8,120.00 7,240.00 371.00 291.00 1,362.00 1,110.00 970.00 816.00 in. 4.54 4.49 4.46 4.44 4.39 4.37 4.35 4.91 4.82 4.65 4.67 4.62 4.92 4.87 4.83 5.25 5.15 5.11 5.21 5.06 5.17 5.08 5.18 5.15 5.13 5.28 5.23 6.41 6.29 6.16 6.06 5.97 5.89 5.82 5.70 5.74 5.66 5.58 5.59 5.51 5.47 5.44 5.40 5.38 5.34 5.31 5.28 5.65 5.54 5.95 5.88 5.83 5.73 iy cm 11.50 11.40 11.30 11.30 11.20 11.10 11.00 12.50 12.20 11.80 11.90 11.70 12.50 12.40 12.30 13.30 13.10 12.90 13.20 12.80 13.10 12.90 13.20 13.10 13.00 13.40 13.30 16.30 16.00 15.60 15.40 15.20 15.00 14.80 14.50 14.60 14.40 14.20 14.20 14.00 13.90 13.80 13.70 13.70 13.60 13.50 13.40 14.40 14.10 15.10 14.90 14.80 14.60 49 Modulus of section in. 2.630 2.600 2.590 2.580 2.570 2.560 2.540 0.848 0.822 0.770 0.773 0.753 1.080 1.060 1.050 1.540 1.500 1.470 1.520 1.440 1.510 1.460 1.960 1.940 1.940 2.510 2.480 3.470 3.420 3.380 3.340 3.310 3.280 3.250 3.200 3.220 3.190 3.160 3.160 3.130 3.110 3.090 3.080 3.070 3.050 3.040 3.020 1.080 1.040 1.570 1.550 1.530 1.490 Zx cm 6.68 6.60 6.58 6.55 6.53 6.50 6.45 2.15 2.09 1.96 1.96 1.91 2.75 2.70 2.67 3.91 3.81 3.73 3.86 3.66 3.84 3.72 4.98 4.93 4.93 6.38 6.30 8.81 8.69 8.59 8.48 8.41 8.33 8.25 8.13 8.18 8.10 8.03 8.03 7.95 7.90 7.85 7.82 7.80 7.75 7.72 7.67 2.74 2.64 3.99 3.94 3.89 3.78 3 in. 98.50 85.90 80.10 75.70 66.70 60.00 54.60 25.40 21.30 17.60 17.10 14.90 37.40 32.40 28.80 45.60 45.90 39.40 38.60 34.10 33.40 26.10 64.70 58.10 51.90 78.00 70.60 483.00 435.00 393.00 353.00 321.00 292.00 263.00 222.00 235.00 209.00 186.00 183.00 163.00 145.00 131.00 125.00 118.00 107.00 97.40 87.90 35.30 29.00 54.40 54.60 48.60 42.00 Zy 3 cm 1,610 1,410 1,312 1,240 1,090 983 895 416 349 288 280 244 612 531 472 747 752 646 633 559 547 428 1,060 952 850 1,280 1,160 7,910 7,130 6,440 5,780 5,260 4,780 4,310 3,641 3,850 3,420 3,050 2,991 2,670 2,380 2,150 2,048 1,930 1,750 1,600 1,440 578 475 1,073 895 796 688 3 in. 34.80 30.10 27.90 26.40 23.00 20.60 18.70 2.31 1.88 1.40 1.41 1.19 4.50 3.80 3.30 7.47 7.20 6.10 6.24 5.10 5.34 4.05 13.90 12.40 11.00 21.40 19.20 177.00 159.00 143.00 127.00 115.00 104.00 93.00 77.10 82.30 72.80 64.20 63.10 56.00 49.30 44.40 42.20 39.70 35.80 32.40 29.10 3.55 2.80 9.60 7.88 6.91 5.82 cm3 570.00 493.00 457.00 433.00 377.00 338.00 306.00 37.90 30.80 23.60 23.10 19.50 73.50 62.50 54.60 122.00 118.00 100.00 102.00 83.60 87.50 66.40 228.00 203.00 180.00 351.00 315.00 2,900.00 2,610.00 2,340.00 2,080.00 1,880.00 1,700.00 1,520.00 1,273.00 1,350.00 1,190.00 1,050.00 1,034.00 918.00 808.00 728.00 691.00 651.00 587.00 531.00 477.00 58.20 45.90 157.00 129.00 113.00 95.40 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X mm (in.) W14 356 x 203 (14 x 8) W14 356 x 254 (14 x 10) W14 356 x 368 (14 x 141/2) W14 356 x 406 (14 x 16) W16 406 x 140 (16 x 51/2) W16 406 x 178 (16 x 7) W16 406 x 260 (16 x 101/4) Y Unit weight M lb/ft 53 48 43 82 74 68 61 136 132 120 119 109 103 99 90 87 730 665 605 550 500 455 426 398 370 342 314 311 283 264 257 233 228 211 193 176 159 158 145 118 31 26 57 50 45 40 36 100 89 77 67 D B IMPERIAL UNITS Section Number and Nominal Size X kg/m 78.87 71.43 63.99 122.00 110.10 101.20 90.78 202.00 196.40 179.00 177.00 162.20 153.00 147.30 134.00 129.00 1,086.00 989.60 900.30 818.50 744.10 677.10 634.00 592.30 551.00 509.00 467.00 463.00 421.10 393.00 382.50 347.00 340.00 314.00 287.20 262.00 237.00 235.00 216.00 175.60 46.13 39.00 85.00 74.41 67.00 60.00 54.00 148.80 132.40 114.60 99.71 Section area A in.2 15.60 14.10 12.60 24.10 21.80 20.00 17.90 40.00 38.80 35.30 35.00 32.00 30.30 29.10 26.50 25.60 215.00 196.00 178.00 162.00 147.00 134.00 125.00 117.00 109.00 101.00 92.30 91.40 83.30 77.60 75.60 68.50 67.10 62.00 56.80 51.80 46.70 46.50 42.70 34.70 9.12 7.68 16.80 14.70 13.30 11.80 10.60 29.40 26.20 22.60 19.70 cm2 100.60 90.97 81.29 155.50 140.60 129.00 115.50 257.90 250.30 227.70 225.70 206.50 195.20 187.70 171.00 164.90 1,387.00 1,265.00 1,148.00 1,045.00 948.40 864.50 806.40 754.80 703.20 651.60 595.50 589.70 537.40 500.90 487.70 441.90 432.70 400.00 366.40 334.20 301.30 299.80 275.50 224.00 58.84 49.55 108.40 94.84 85.81 76.13 68.39 189.70 169.00 145.80 127.10 Flange Section depth D in. 13.92 13.78 13.66 14.31 14.17 14.04 13.89 14.75 14.66 14.48 14.50 14.32 14.25 14.16 14.02 14.00 22.42 21.64 20.92 20.24 19.60 19.02 18.67 18.29 17.92 17.54 17.19 17.12 16.74 16.50 16.38 16.04 16.00 15.72 15.48 15.22 14.98 15.00 14.78 14.17 15.88 15.69 16.43 16.26 16.13 16.01 15.86 16.97 16.75 16.52 16.33 Width B mm 353.60 350.30 347.00 363.50 359.90 356.60 352.80 374.70 372.40 367.80 368.30 363.70 362.00 359.70 356.10 355.60 569.50 549.70 531.40 514.10 497.80 483.10 474.20 464.60 455.20 445.50 436.60 434.80 458.20 419.10 416.10 407.40 406.40 399.90 393.20 386.60 380.50 381.00 375.40 360.00 403.40 398.50 417.30 413.00 409.70 406.70 402.80 431.00 425.40 419.60 414.80 50 in. 8.060 8.030 7.995 10.130 10.070 10.035 9.995 14.740 14.725 14.670 14.550 14.605 14.575 14.565 14.520 14.500 17.890 17.650 17.415 17.200 17.010 16.835 16.695 16.590 16.475 16.360 16.235 16.230 16.110 16.025 15.995 15.890 15.865 15.800 15.710 15.650 15.565 15.550 15.500 15.590 5.525 5.500 7.120 7.070 7.035 6.995 6.985 10.425 10.365 10.295 10.235 mm 204.70 204.00 203.10 257.30 255.80 254.90 253.90 374.40 374.00 372.60 372.10 371.00 370.20 270.00 368.80 368.30 454.40 448.30 442.30 436.90 432.10 427.60 424.10 421.40 418.50 415.50 412.40 412.20 409.20 407.00 406.30 403.60 403.00 401.30 399.00 397.50 395.40 395.00 393.70 396.00 140.30 139.70 180.80 179.60 178.70 177.70 177.40 264.80 263.30 261.50 260.00 Thickness T in. mm 0.660 16.70 0.595 15.10 0.530 13.40 0.855 21.72 0.785 19.94 0.723 18.36 0.645 16.30 1.063 27.00 1.030 26.16 0.940 23.88 0.938 23.80 0.860 21.84 0.813 20.70 0.780 19.81 0.710 18.03 0.688 17.50 4.910 124.70 4.520 114.80 4.160 105.60 3.820 97.03 3.500 88.90 3.210 81.53 3.035 77.09 2.845 72.26 2.660 67.56 2.470 62.74 2.283 58.00 2.260 57.40 2.070 52.58 1.938 49.20 1.890 48.01 1.720 43.69 1.688 42.90 1.560 39.62 1.440 36.58 1.310 33.27 1.190 30.23 1.188 30.20 1.090 27.69 0.787 20.00 0.440 11.10 0.345 8.76 0.715 18.16 0.630 16.00 0.565 14.30 0.505 12.80 0.430 10.90 0.985 25.02 0.875 22.22 0.760 19.30 0.665 16.89 Web Thickness tw in. 0.370 0.340 0.305 0.510 0.450 0.415 0.375 0.660 0.645 0.590 0.570 0.525 0.495 0.485 0.440 0.420 3.070 2.830 2.595 2.380 2.190 2.015 1.875 1.770 1.655 1.540 1.415 1.410 1.290 1.205 1.175 1.070 1.045 0.980 0.890 0.830 0.745 0.730 0.680 0.780 0.275 0.250 0.430 0.380 0.345 0.305 0.295 0.585 0.525 0.455 0.395 mm 9.40 8.64 7.75 12.95 11.43 10.54 9.52 16.80 16.38 14.99 14.50 13.33 12.60 12.32 11.18 10.70 77.98 71.88 65.91 60.45 55.63 51.18 47.62 44.96 42.04 39.12 35.90 35.81 32.77 30.60 29.84 27.18 26.50 24.89 22.61 21.08 18.92 18.50 17.27 20.00 6.98 6.35 10.92 9.65 8.76 7.75 7.49 14.86 13.33 11.56 10.03 Corner radius r in. 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.59 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 mm 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.0 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X X D B Y Section Number and Nominal Size mm (in.) W14 356 x 203 (14 x 8) W14 356 x 254 (14 x 10) W14 356 x 368 (14 x 141/2) W14 356 x 406 (14 x 16) W16 406 x 140 (16 x 51/2) W16 406 x 178 (16 x 7) W16 406 x 260 (16 x 101/4) Moment of inertia lx in. 4 542 485 428 882 796 725 640 1,593 1,530 1,380 1,373 1,240 1,166 1,110 999 966 14,300 12,400 10,800 9,430 8,210 7,190 6,600 6,000 5,440 4,900 4,399 4,330 3,840 3,526 3,400 3,010 2,942 2,660 2,400 2,140 1,900 1,900 1,710 1,244 375 301 758 659 586 518 448 1,490 1,300 1,100 954 Radius of gyration ly cm 4 22,600 20,200 17,800 36,700 33,100 30,200 26,600 63,310 63,700 57,400 57,160 51,600 48,530 46,200 41,600 40,250 595,000 516,000 450,000 392,000 342,000 299,000 275,000 250,000 226,000 204,000 183,100 180,000 160,000 146,800 142,000 125,000 122,500 111,000 99,900 89,100 79,100 79,100 71,200 51,770 15,600 12,500 31,600 27,400 24,400 21,600 18,600 62,000 54,400 46,200 39,700 in. 4 57.70 51.40 45.20 148.00 134.00 122.00 107.00 568.00 548.00 495.00 492.00 447.00 420.00 402.00 362.00 350.00 4,720.00 4,170.00 3,680.00 3,250.00 2,880.00 2,560.00 2,360.00 2,170.00 1,990.00 1,810.00 1,631.00 1,610.00 1,440.00 1,331.00 1,290.00 1,150.00 1,124.00 1,030.00 931.00 838.00 748.00 745.00 677.00 498.00 12.40 9 59 43.10 37.20 32.80 28.90 24.50 186.00 163.00 138.00 119.00 ix 4 Modulus of section iy Zx 3 cm in. cm in. cm in. 2,400 2,140 1,880 6,160 5,580 5,080 4,450 23,630 22,800 20,600 20,470 18,600 17,470 16,700 15,100 14,560 196,000 174,000 153,000 135,000 120,000 107,000 98,200 90,300 82,800 75,300 67,910 67,000 59,900 55,420 53,700 47,900 46,820 42,900 38,800 34,900 31,100 31,010 28,200 20,730 515 399 1,790 1,550 1,370 1,200 1,020 7,740 6,780 5,740 4,956 5.89 5.85 5.82 6.05 6.04 6.01 5.98 6.31 6.28 6.24 6.26 6.22 6.21 6.17 6.14 6.15 8.17 7.98 7.80 7.63 7.48 7.33 7.26 7.16 7.07 6.98 6.90 6.88 6.79 6.74 6.71 6.63 6.62 6.55 6.50 6.43 6.38 6.40 6.33 5.98 6.26 6.26 6.72 6.68 6.65 6.63 6.51 7.10 7.05 7.00 6.96 15.0 14.9 14.8 15.4 15.3 15.3 15.2 16.0 16.0 15.8 15.9 15.8 15.8 15.7 15.6 15.6 20.8 20.3 19.8 19.4 19.0 18.6 18.4 18.2 18.0 17.7 17.5 17.5 17.2 17.1 17.0 16.8 16.8 16.6 16.5 16.3 16.2 16.2 16.1 15.2 16.3 15.9 17.1 17.0 16.9 16.8 16.5 18.0 17.9 17.8 17.7 1.92 1.91 1.89 2.48 2.48 2.47 2.45 3.77 3.76 3.74 3.75 3.73 3.72 3.71 3.70 3.70 4.69 4.62 4.55 4.49 4.43 4.38 4.34 4.31 4.27 4.24 4.20 4.20 4.17 4.14 4.13 4.10 4.10 4.07 4.05 4.02 4.00 4.00 3.98 3.78 1.17 1.12 1.60 1.59 1.57 1.57 1.52 2.51 2.49 2.47 2.46 4.88 4.85 4.80 6.30 6.30 6.27 6.22 9.58 9.55 9.50 9.52 9.47 9.45 9.42 9.40 9.40 11.90 11.70 11.60 11.40 11.30 11.10 11.00 10.90 10.80 10.80 10.70 10.70 10.60 10.50 10.50 10.40 10.40 10.30 10.30 10.20 10.20 10.20 10.10 9.61 2.97 2.84 4.06 4.04 3.99 3.99 3.86 6.38 6.32 6.27 6.25 77.8 70.3 62.7 123.0 112.0 103.0 92.2 216.0 209.0 190.0 189.0 173.0 164.0 157.0 143.0 1,380.0 1,280.0 1,150.0 1,040.0 931.0 838.0 756.0 706.0 656.0 607.0 559.0 512.0 506.0 459.0 427.0 415.0 375.0 368.0 338.0 310.0 281.0 254.0 253.0 232.0 175.0 47.2 38.4 92.2 81.0 72.7 64.7 56.5 175.0 155.0 134.0 117.0 51 Zy 3 3 cm in. 1,270 1,150 1,030 2,020 1,840 1,690 1,510 3,540 3,420 3,110 3,104 2,830 2,681 2,570 2,340 2,263 21,000 18,800 17,,000 15,300 13,700 12,400 11,600 10,700 9,950 9,160 8,390 8,290 7,520 7,005 6,800 6,150 6,028 5,540 5,080 4,600 4,160 4,153 3,800 2,876 773 629 1,510 1,330 1,190 1,060 926 2,870 2,540 2,200 1,920 14.30 12.80 11.30 29.30 26.60 24.30 21.50 77.00 74.50 67.50 67.10 61.20 57.60 55.20 49.90 48.20 627.00 472.00 423.00 378.00 339.00 304.00 283.00 262.00 241.00 221.00 201.00 199.00 179.00 166.00 161.00 145.00 141.00 130.00 119.00 107.00 96.20 95.80 87.30 63.90 4.49 3.49 12.10 10.50 9.34 8.25 7.00 35.70 31.40 26.90 23.20 cm3 234.0 210.0 185.0 480.0 436.0 398.0 352.0 1,262.0 1,220.0 1,110.0 1,099.0 1,000.0 944.0 905.0 818.0 790.0 8,640.0 7,730.0 6,930.0 6,190.0 5,560.0 4,980.0 4,640.0 4,290.0 3,950.0 3,620.0 3,294.0 3,260.0 2,930.0 2,772.0 2,640.0 2,380.0 2,324.0 2,130.0 1,950.0 1,750.0 1,580.0 1,570.0 1,430.0 1,047.0 73.6 57.2 198.0 172.0 153.0 135.0 115.0 585.0 515.0 441.0 380.0 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X mm (in.) W18 457 x 152 (18 x 6) W18 457 x 191 (18 x 71/2) W18 457 x 279 (18 x 11) W21 533 x 165 (21 x 61/2) W21 533 x 210 (21 x 81/4) W21 533 x 311 (21 x 121/4) W24 610 x 178 (24 x 7) W24 610 x 229 (24 x 9) W24 610 x 305 (24 x 12) W24 610 x 324 (24 x 123/4) Y Unit weight M lb/ft 55 50 46 45 40 35 71 66 65 60 55 50 45 41 175 119 106 97 86 76 57 50 44 93 83 82 73 68 62 55 48 147 132 122 111 101 62 61 55 146 128 114 103 94 84 76 68 160 120 100 192 176 162 146 131 117 104 D B IMPERIAL UNITS Section Number and Nominal Size X kg/m 82.00 74.00 68.46 67.00 60.00 52.09 106.00 98.00 97.00 89.29 82.00 74.41 67.00 61.00 260.00 177.10 157.70 144.40 128.00 113.10 85.00 74.41 66.00 138.40 123.50 122.00 109.00 101.20 92.27 82.00 71.40 218.80 196.40 181.60 165.20 150.30 92.27 91.00 82.00 217.00 191.00 171.00 153.00 140.00 125.00 113.10 101.20 238.00 179.00 149.00 285.70 261.90 241.10 217.30 194.90 174.10 154.80 Section area A in.2 16.2 14.7 13.5 13.2 11.8 10.3 20.8 19.4 19.1 17.6 16.2 14.7 13.2 11.8 51.3 35.1 31.1 28.5 25.3 22.3 16.7 14.7 13.0 27.3 24.3 24.1 21.5 20.0 18.3 16.2 14.1 43.2 38.8 35.9 32.7 29.8 18.2 17.9 16.2 43.1 37.5 33.8 30.2 27.7 24.7 22.4 20.1 47.0 35.3 29.4 56.3 51.6 47.7 43.0 38.5 34.4 30.6 cm2 104.50 95.00 87.10 85.40 76.13 66.45 134.20 125.30 123.20 113.50 104.50 94.84 85.40 76.00 331.00 226.50 200.60 183.90 163.20 143.90 107.70 94.84 83.87 176.10 156.80 155.80 138.70 129.00 118.10 104.40 91.00 278.70 250.30 231.60 211.00 192.30 117.40 116.50 104.50 278.00 242.00 218.00 195.00 178.70 159.40 144.50 129.70 303.80 227.90 190.10 363.00 333.00 307.70 277.40 248.40 221.90 197.40 Flange Section depth D in. 18.31 18.16 18.06 18.00 17.90 17.70 18.47 18.40 18.35 18.24 18.11 17.99 17.86 17.72 20.04 18.97 18.73 18.59 18.39 18.21 21.06 20.83 20.66 21.62 21.43 21.44 21.24 21.13 20.99 20.80 20.60 22.06 21.83 21.68 21.51 21.36 23.74 23.72 23.57 25.32 25.00 24.76 24.53 24.31 24.10 23.92 23.73 24.92 24.31 24.00 25.86 25.24 25.00 24.74 24.48 24.26 24.06 Width B mm 465.1 461.3 458.7 457.2 454.7 449.6 469.1 467.4 466.1 463.3 460.0 456.9 453.6 450.0 509.0 481.8 475.7 472.2 467.1 462.5 534.9 529.1 524.8 549.1 544.3 544.6 539.5 536.7 533.1 528.3 523.2 560.3 554.4 550.7 546.4 542.5 603.0 602.5 598.7 643.1 635.0 628.9 623.1 598.7 617.5 612.1 607.6 636.0 617.5 609.6 656.9 641.1 635.0 628.4 621.8 616.2 611.1 52 in. 6.042 6.011 6.060 5.982 6.015 6.000 7.635 7.592 7.590 7.555 7.530 7.495 7.476 7.441 11.378 11.265 11.200 11.145 11.090 11.035 6.555 6.530 6.500 8.420 8.355 8.342 8.295 8.270 8.240 8.216 8.142 12.510 12.440 12.390 12.340 12.290 7.040 7.023 7.005 9.217 9.114 9.051 9.000 9.065 9.020 8.990 8.965 12.264 12.088 12.000 12.949 12.890 12.955 12.900 12.855 12.800 12.750 mm 153.5 152.7 153.9 151.9 152.8 152.4 193.9 192.8 192.8 191.9 191.3 190.4 189.9 189.0 289.0 286.1 284.5 283.1 281.7 280.3 166.5 165.9 165.1 213.9 212.2 211.9 210.7 210.1 209.3 208.7 206.8 317.8 316.0 314.7 313.4 312.2 178.8 178.4 177.9 234.1 231.5 229.9 228.6 230.2 229.1 228.3 227.7 311.5 307.0 304.8 328.9 327.4 329.1 327.7 326.5 325.1 323.8 Thickness T in. mm 0.744 18.90 0.669 17.00 0.605 15.30 0.589 15.00 0.525 13.30 0.425 10.80 0.810 20.57 0.770 19.60 0.750 19.05 0.695 17.65 0.630 16.00 0.570 14.40 0.500 12.70 0.425 10.80 1.591 40.40 1.060 26.92 0.940 23.88 0.870 22.10 0.770 19.56 0.680 17.27 0.650 16.51 0.583 13.50 0.450 11.40 0.930 23.62 0.835 21.21 0.840 21.30 0.740 18.80 0.685 17.40 0.615 15.62 0.520 13.20 0.429 10.90 1.150 29.21 1.030 26.29 0.960 24.38 0.875 22.22 0.800 20.32 0.590 14.99 0.591 15.00 0.505 12.83 1.382 35.10 1.216 30.90 27.90 1.098 24.90 0.980 22.22 0.875 19.56 0.770 17.27 0.680 14.86 0.585 31.40 1.235 23.60 0.930 19.70 0.775 37.10 1.461 34.00 1.339 30.99 1.220 27.69 1.090 24.38 0.960 21.59 0.850 19.05 0.750 Web Thickness tw in. 0.420 0.389 0.360 0.360 0.315 0.300 0.495 0.450 0.450 0.415 0.390 0.355 0.334 0.319 0.890 0.655 0.590 0.535 0.480 0.425 0.405 0.380 0.350 0.580 0.515 0.502 0.455 0.430 0.400 0.376 0.350 0.720 0.650 0.600 0.550 0.500 0.430 0.419 0.395 0.772 0.669 0.610 0.551 0.515 0.470 0.440 0.415 0.732 0.556 0.468 0.811 0.752 0.705 0.650 0.605 0.550 0.500 mm 10.70 9.90 9.14 9.10 8.00 7.62 12.57 11.40 11.43 10.54 9.91 9.02 8.50 8.10 22.60 16.64 14.99 13.59 12.19 10.80 10.29 9.65 8.89 14.73 13.08 12.80 11.56 10.92 10.16 9.60 8.90 18.29 16.51 15.24 13.97 12.70 10.92 10.60 10.03 19.60 17.00 15.50 14.00 13.08 11.94 11.18 10.54 18.60 14.10 11.90 20.60 19.10 17.91 16.51 15.37 13.97 12.70 Corner radius r in. 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.70 0.50 0.50 0.50 0.50 0.50 0.50 0.50 mm 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 10.2 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 17.8 17.8 17.8 12.7 12.7 12.7 12.7 12.7 12.7 12.7 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X X D B Y Section Number and Nominal Size mm (in.) W18 457 x 152 (18 x 6) W18 457 x 191 (18 x 71/2) W18 457 x 279 (18 x 11) W21 533 x 165 (21 x 61/2) W21 533 x 210 (21 x 81/4) W21 533 x 311 (21 x 121/4) W24 610 x 178 (24 x 7) W24 610 x 229 (24 x 9) W24 610 x 305 (24 x 12) W24 610 x 324 (24 x 123/4) Moment of inertia lx in. 4 870.0 779.0 712.0 686.0 612.0 510.0 1,170.0 1,098.0 1,070.0 984.0 890.0 800.0 704.0 3,452.0 2,190.0 1,910.0 1,750.0 1,530.0 1,330.0 1,170.0 984.0 843.0 2,070.0 1,830.7 1,830.0 1,600.0 1,480.0 1,330.0 1,140.7 959.0 3,630.0 3,220.0 2,960.0 2,670.0 2,420.0 1,550.0 1,540.0 1,350.0 1,830.0 2,100.0 2,370.0 2,700.0 4,418.0 3,806.0 3,397.0 3,003.0 4,986.3 3,635.3 2,987.3 6,256.0 5,660.0 5,170.0 4,580.0 4,020.0 3,540.0 3,100.0 Radius of gyration ly cm 4 36,215 32,435 29,600 28,577 25,500 21,200 48,700 25,717 44,500 41,000 37,000 33,300 29,330 25,380 143,700 91,200 79,500 72,800 63,700 55,400 48,700 41,000 35,100 86,200 76,207 76,200 66,600 61,600 55,400 47,490 39,917 151,000 134,000 123,000 111,000 101,000 64,500 64,085 56,200 76,200 87,400 98,600 112,000 183,900 158,400 141,400 125,000 207,571 151,300 124,400 260,400 236,600 215,000 191,000 167,000 147,000 129,000 in. 4 27.5 24.3 22.5 21.1 19.1 15.3 60.3 56.3 54.8 50.1 44.9 40.1 31.9 392.0 253.0 220.0 201.0 175.0 152.0 30.6 24.9 20.7 92.9 81.5 81.4 70.6 64.7 57.5 44.0 38.7 376.0 333.0 305.0 274.0 248.0 34.5 34.3 29.1 70.4 82.5 94.4 109.0 181.2 154.1 136.2 119.4 380.5 254.0 203.5 529.0 479.0 443.0 391.0 340.0 297.0 259.0 ix 4 Modulus of section iy Zx 3 cm in. cm in. cm in. 1,143 1,012 937 878 795 637 2,510 2,343 2,280 2,090 1,870 1,670 1,328 1,218 16,300 10,500 6,170 8,370 7,280 6,330 1,270 1,040 862 3,870 3,393 3,390 2,940 2,690 2,390 1,832 1,611 15,600 13,900 12,700 11,400 10,300 1,440 1,432 1,210 2,930 3,430 3,930 4,540 7,544 6,415 5,670 4,972 15,838 10,570 8,471 22,030 19,950 18,400 16,300 14,200 12,400 10,800 7.33 7.28 7.25 7.20 7.21 7.04 7.50 7.52 7.49 7.47 7.41 7.38 7.30 18.60 18.50 18.40 18.30 18.30 17.90 19.00 19.10 19.00 19.00 18.80 18.70 18.50 18.20 20.80 20.10 19.90 19.90 19.70 19.60 21.20 20.80 20.50 22.10 22.10 22.00 21.90 21.80 21.70 21.30 20.90 23.30 23.20 23.10 23.00 22.90 23.40 23.50 23.10 24.30 24.60 24.90 25.10 25.70 25.60 25.40 25.30 26.10 25.78 25.60 26.80 26.60 26.40 26.20 25.90 25.70 25.70 1.30 1.28 1.29 1.26 1.27 1.22 1.70 1.70 1.69 1.68 1.67 1.65 1.55 3.31 3.26 3.28 3.21 3.23 3.10 4.32 4.33 4.29 4.27 4.24 4.19 3.94 3.99 7.01 6.83 6.76 6.72 6.68 6.63 3.43 3.30 3.20 4.67 4.67 4.65 4.60 4.57 4.50 4.19 4.20 7.49 7.44 7.42 7.37 7.34 3.51 3.51 3.40 4.75 4.88 4.95 5.03 5.21 5.15 5.09 5.04 7.22 6.81 6.68 7.79 7.73 7.75 7.65 7.54 7.47 7.39 95.0 85.8 78.8 76.3 68.4 57.6 127.0 119.0 117.0 108.0 98.3 88.9 78.9 8.19 7.90 7.84 7.82 7.77 7.73 8.36 8.17 8.06 8.70 8.71 8.67 8.64 8.60 8.54 8.40 8.23 9.17 9.12 9.09 9.05 9.02 9.23 9.25 9.11 9.55 9.69 9.79 9.87 10.12 10.08 10.00 9.96 10.28 10.15 10.08 10.60 10.50 10.40 10.30 10.20 10.10 10.10 53 2.76 2.69 2.66 2.65 2.63 2.61 1.65 1.30 1.26 1.84 1.84 1.83 1.81 1.80 1.77 1.65 1.65 2.95 2.93 2.92 2.90 2.89 1.38 1.38 1.34 1.87 1.92 1.95 1.98 2.05 2.03 2.00 1.98 2.84 2.68 2.63 3.07 3.04 3.05 3.01 2.97 2.94 2.91 345.0 231.0 204.0 188.0 166.0 146.0 111.0 94.5 81.6 192.0 171.0 170.8 151.0 140.0 127.0 109.7 93.0 329.0 295.0 273.0 249.0 227.0 131.0 130.0 114.0 154.0 176.0 196.0 222.0 349.0 304.0 274.0 245.0 400.2 299.1 248.9 491.0 450.0 414.0 371.0 329.0 291.0 258.0 Zy 3 3 cm in. 1,557.0 1,406.0 1,290.0 1,250.0 1,120.0 944.0 2,080.0 1,956.0 1,920.0 1,770.0 1,610.0 1,460.0 1,293.0 1,128.0 5,646.0 3,790.0 3,340.0 3,080.0 2,720.0 2,390.0 1,820.0 1,550.0 1,340.0 3,150.0 2,800.0 2,799.0 2,470.0 2,290.0 2,080.0 1,798.0 1,524.0 5,390.0 4,830.0 4,470.0 4,080.0 3,720.0 2,150.0 2,124.0 1,870.0 2,520.0 2,880.0 3,210.0 3,640.0 5,718.0 4,990.0 4,495.0 4,012.0 6,559.0 4,902.2 4,079.5 8,050.0 7,380.0 6,780.0 6,080.0 5,390.0 4,770.0 4,320.0 31.50 8.10 7.43 7.00 6.35 5.12 15.80 14.80 14.40 13.30 11.90 10.70 8.50 68.30 44.90 39.40 36.10 31.60 27.60 9.35 7.64 6.37 22.10 19.50 19.60 17.00 15.70 14.00 10.70 9.50 60.10 53.50 49.20 44.50 40.30 9.80 9.76 8.30 15.70 18.40 20.90 24.00 39.30 33.80 30.10 26.50 62.00 42.00 33.90 81.80 74.30 68.40 30.50 53.00 46.50 40.70 cm3 149.0 133.0 122.0 116.0 104.0 83.9 259.0 243.0 236.0 128.0 195.0 175.0 139.0 129.0 1,128.0 736.0 646.0 592.0 518.0 452.0 153.0 125.0 104.0 362.0 320.2 320.0 279.0 257.0 229.0 175.4 156.0 985.0 877.0 806.0 729.0 660.0 161.0 159.5 136.0 157.0 302.0 342.0 393.0 644.0 554.0 493.0 435.0 1,017.0 688.4 555.6 1,340.0 1,218.0 1,120.0 991.0 869.0 762.0 667.0 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X mm (in.) W27 686 x 254 (27 x 10) W27 686 x 356 (27 x 14) W30 762 x 267 (30 x 101/2) W30 762 x 381 (30 x 15) W33 838 x 292 (33 x 111/2) W33 838 x 400 (33 x 153/4) W36 914 x 305 (36 x 12) W36 914 x 419 (36 x 161/2) Y Unit weight M lb/ft 182 159 143 129 114 102 94 84 217 194 178 161 146 185 165 148 132 124 116 108 99 90 261 235 211 191 173 204 187 169 152 141 130 118 291 263 241 221 201 256 232 210 194 182 170 160 150 135 359 328 300 280 260 245 230 D B IMPERIAL UNITS Section Number and Nominal Size X kg/m 271.0 237.0 213.0 192.0 170.0 152.0 140.0 125.0 322.9 288.7 264.9 239.6 217.3 275.0 246.0 220.0 197.0 185.0 173.0 161.0 147.3 133.9 388.4 349.7 314.0 284.2 157.5 304.0 278.0 252.0 226.2 210.0 194.0 176.0 433.1 391.4 358.6 328.9 299.1 381.0 345.0 313.0 289.0 271.0 253.0 238.1 224.0 201.0 534.2 488.1 447.0 417.0 388.0 365.0 343.0 Section area A in.2 53.5 46.7 41.8 37.8 33.5 30.0 27.7 24.8 63.7 57.0 52.3 47.4 42.9 54.4 48.4 43.6 38.9 36.5 34.2 31.7 29.1 26.5 76.7 69.0 62.0 56.1 50.8 59.8 55.0 49.4 44.7 41.6 38.3 34.7 58.6 77.3 70.9 65.0 59.1 75.3 68.2 61.8 57.0 53.6 50.5 47.0 44.2 39.7 105.4 96.4 88.3 82.4 76.5 72.1 67.6 cm2 345.0 301.0 270.0 244.0 216.1 193.5 178.7 160.0 411.0 368.0 337.4 305.8 276.8 351.0 312.0 281.0 251.0 235.5 220.6 204.5 187.7 171.0 495.0 445.0 400.0 361.9 327.7 386.0 355.0 319.0 288.4 268.4 247.1 223.9 552.0 499.0 457.4 419.4 381.3 486.0 440.0 398.7 367.7 345.8 322.6 303.2 285.2 256.1 680.0 622.0 569.7 531.6 493.5 465.2 436.1 Flange Section depth D in. 28.50 28.11 27.87 27.63 27.29 27.09 26.92 26.71 28.43 28.11 27.81 28.59 27.38 31.22 30.91 30.67 30.31 30.17 30.01 29.83 29.65 29.53 31.61 31.30 30.94 30.68 30.44 34.30 34.06 33.82 33.49 33.30 33.09 32.86 34.84 34.53 34.18 33.93 33.68 37.43 37.12 36.69 36.49 36.33 36.17 36.01 35.85 35.55 37.40 37.10 36.74 36.52 36.26 36.08 35.90 Width B mm 723.9 714.0 707.9 701.8 693.2 688.1 683.8 678.4 722.1 714.0 706.4 700.8 695.5 793.0 785.1 779.0 769.9 766.3 762.3 757.7 753.1 750.0 802.9 795.0 785.9 779.3 773.2 871.2 865.1 859.0 850.6 845.8 840.5 834.6 884.9 877.1 868.2 861.8 855.5 950.7 942.9 931.9 926.8 922.8 918.7 914.7 910.6 903.0 950.0 942.1 933.2 927.6 921.0 916.4 911.9 54 in. 10.244 10.150 10.071 10.012 10.070 10.015 9.990 9.960 14.114 14.031 14.085 14.020 13.965 10.634 10.555 10.480 10.545 10.515 10.495 10.475 10.450 10.409 15.154 15.055 15.015 10.040 14.985 11.642 11.579 11.500 11.565 11.535 11.510 11.480 15.906 15.803 15.860 15.805 15.745 12.217 12.118 12.180 12.115 12.075 12.030 12.000 11.975 11.950 16.728 16.630 16.655 16.595 16.550 16.510 16.470 mm 260.2 257.8 255.8 254.3 255.8 254.4 253.7 253.0 358.5 356.4 357.8 356.1 354.7 270.1 268.1 266.2 267.8 267.1 266.6 266.1 265.4 264.4 384.9 382.4 383.7 382.0 380.6 295.7 294.1 292.1 293.8 293.0 292.4 291.6 404.0 401.4 402.8 401.4 399.9 310.3 307.8 309.4 307.7 306.7 305.6 304.8 304.2 303.5 424.9 422.4 423.0 421.5 420.4 419.4 418.3 Thickness T in. mm 1.539 39.10 1.339 34.00 1.220 31.00 1.098 27.90 0.930 23.62 0.830 21.08 0.745 18.92 0.640 16.26 1.500 38.10 1.339 34.00 1.190 30.23 1.080 27.43 0.975 24.76 1.461 37.10 1.299 33.00 1.181 30.00 1.000 25.40 0.930 23.62 0.850 21.59 0.760 19.30 0.670 17.02 0.610 15.5 1.650 41.90 1.500 38.10 1.310 33.40 1.180 30.10 1.060 27.05 1.461 37.10 1.339 34.00 1.220 31.00 1.050 26.80 0.960 24.38 0.855 21.72 0.740 18.80 1.728 43.90 1.571 39.90 1.400 35.56 1.270 32.38 1.150 29.21 1.728 43.90 1.571 39.90 1.360 34.54 1.260 32.00 1.180 29.97 1.100 27.94 1.020 25.91 0.940 23.88 0.790 20.07 2.012 51.10 1.850 47.00 1.680 42.67 1.570 39.88 1.440 36.58 1.350 34.29 1.260 32.00 Web Thickness tw in. 0.850 0.752 0.669 0.610 0.570 0.515 0.490 0.460 0.831 0.752 0.725 0.660 0.605 0.811 0.728 0.650 0.615 0.585 0.565 0.545 0.520 0.472 0.929 0.831 0.775 0.710 0.655 0.811 0.752 0.669 0.635 0.605 0.580 0.550 0.961 0.870 0.830 0.775 0.715 0.961 0.870 0.830 0.765 0.725 0.680 0.650 0.625 0.600 1.122 1.020 0.945 0.885 0.840 0.800 0.760 mm 21.60 19.10 17.00 15.50 14.48 13.08 12.45 11.68 21.10 19.10 18.41 16.76 15.37 20.60 18.50 16.50 15.62 14.86 14.35 13.84 13.21 12.00 23.60 21.10 19.68 18.03 16.64 20.60 19.10 17.00 16.13 15.37 14.73 13.97 24.40 22.10 21.08 19.68 18.16 24.40 22.10 21.08 19.43 18.41 17.27 16.51 15.87 15.24 28.50 25.90 24.00 22.48 21.34 20.32 19.30 Corner radius r in. 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.80 0.80 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.95 0.95 0.95 0.95 0.95 0.95 0.95 mm 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 15.2 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 19.1 19.1 19.0 19.0 19.0 19.0 19.0 19.0 19.0 24.1 24.1 24.1 24.1 24.1 24.1 24.1 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X X D B Y Section Number and Nominal Size mm (in.) W27 686 x 254 (27 x 10) W27 686 x 356 (27 x 14) W30 762 x 267 (30 x 101/2) W30 762 x 381 (30 x 15) W33 838 x 292 (33 x 111/2) W33 838 x 400 (33 x 153/4) W36 914 x 305 (36 x 12) W36 914 x 419 (36 x 161/2) Moment of inertia lx in. 4 6,950 5,953 5,333 4,757 4,090 3,620 3,270 2,850 8,870 7,820 6,990 6,280 5,630 8,486 7,464 6,684 5,770 5,360 4,930 4,470 4,000 3,621 13,062 11,674 10,300 9,170 8,200 11,364 10,340 9,286 8,160 7,450 6,710 5,900 17,668 15,832 14,200 12,800 11,500 16,743 15,020 13,200 12,100 11,300 10,500 9,760 9,040 7,800 24,772 22,497 20,300 18,900 17,300 16,100 15,000 Radius of gyration ly cm 4 289,300 247,800 222,000 198,000 170,000 151,000 136,000 119,000 369,200 325,500 291,000 261,000 234,000 353,200 310,700 278,200 240,000 223,000 205,000 186,000 166,000 150,700 543,700 485,900 429,000 382,000 341,000 473,000 430,400 386,500 340,000 310,000 279,000 246,000 735,400 659,000 591,000 533,000 479,000 696,900 625,200 549,000 504,000 470,000 437,000 406,000 376,000 325,000 1,031,000 936,400 845,000 787,900 720,000 670,000 624,000 in. 4 277 234 208 184 159 139 124 106 704 618 555 497 443 294 256 227 196 181 164 146 128 115 959 855 757 673 598 386 348 310 273 246 218 187 1,163 1,035 932 840 749 528 468 411 375 347 320 295 270 225 1,572 1,422 1,300 1,200 1,090 1,010 940 ix 4 Modulus of section iy Zx 3 cm in. cm in. cm in. 11,540 9,750 8,678 7,670 6,620 5,790 5,160 4,410 29,310 25,720 23,100 20,700 18,400 12,240 10,640 9,463 8,160 7,530 6,830 6,080 5,330 4,788 39,920 35,570 31,500 28,000 24,000 16,050 14,470 12,920 11,400 10,200 9,070 7,780 48,390 43,070 38,800 35,000 31,200 21,980 19,480 17,100 15,600 14,400 13,300 12,300 11,200 9,370 65,450 59,170 54,100 49,900 45,400 42,000 39,100 11.4 11.3 11.3 11.2 11.0 11.0 10.9 10.7 11.8 11.7 11.6 11.5 11.4 12.5 12.4 12.4 12.2 12.1 12.0 11.9 11.7 11.7 13.0 13.0 12.9 12.8 12.7 13.8 13.7 13.7 13.5 13.4 13.2 13.0 14.4 14.3 14.1 14.1 14.0 14.9 14.8 14.6 14.6 14.5 14.5 14.4 14.3 14.0 15.3 15.3 15.2 15.1 15.0 15.0 14.9 29.0 28.7 28.7 28.5 27.9 27.9 27.7 27.2 30.0 29.8 29.5 29.2 29.0 31.7 31.5 31.5 31.0 30.7 30.5 30.2 29.7 29.7 33.1 33.0 32.8 32.5 32.3 35.0 34.8 34.8 34.3 34.0 33.5 33.0 36.5 36.3 35.8 35.8 35.6 37.9 37.7 37.1 37.1 36.8 36.8 36.6 36.3 35.6 38.9 38.8 38.6 38.4 38.1 38.1 37.8 2.28 2.57 2.23 2.21 2.18 2.15 2.12 2.07 3.32 3.29 3.26 3.24 3.21 2.33 2.30 2.29 2.25 2.23 2.19 2.15 2.10 2.09 3.54 3.52 3.49 3.46 3.43 2.54 2.51 2.50 2.47 2.43 2.38 2.32 3.69 3.66 3.63 3.59 3.56 2.65 2.62 2.58 2.56 2.55 2.53 2.50 2.47 2.38 3.86 3.84 3.83 3.81 3.78 3.75 3.73 5.78 5.69 5.67 5.61 5.54 5.46 5.38 5.26 8.44 8.36 8.28 8.23 8.15 5.91 5.84 5.81 5.71 5.66 5.56 5.46 5.33 5.30 8.98 8.94 8.86 8.79 8.71 6.45 6.38 6.36 6.27 6.17 6.05 5.89 9.36 9.26 9.22 9.12 9.04 6.72 6.66 6.55 6.50 6.48 6.43 6.35 6.27 6.04 9.81 9.76 9.73 9.68 9.60 9.52 9.47 488 423 383 344 299 267 243 213 624 556 502 455 411 544 483 436 380 355 329 299 269 245 826 746 663 598 539 663 607 549 487 448 406 359 1,104 917 829 757 684 895 809 719 664 623 580 542 504 439 1,324 1,213 1,110 1,030 953 895 837 55 Zy 3 cm 7,993 6,940 6,272 5,644 4,900 4,380 3,980 3,490 10,230 9,118 8,230 7,460 6,740 8,909 7,914 7,142 6,230 5,820 5,390 4,900 4,410 4,018 13,540 12,220 10,900 9,800 8,830 10,860 9,950 8,999 7,980 7,340 6,640 5,880 16,620 15,030 13,600 12,400 11,200 14,660 13,260 11,800 10,900 10,200 9,500 8,880 8,260 7,190 21,700 19,880 18,200 16,900 15,600 14,700 13,700 in. 3 54.4 46.1 41.4 36.8 31.5 27.8 24.8 21.2 99.8 88.1 78.8 70.9 63.5 55.3 48.4 43.4 37.2 34.4 31.3 27.9 24.5 22.1 126.6 113.5 100.0 89.5 79.8 66.3 60.0 54.0 47.2 41.7 37.9 32.6 146.2 131.0 118.0 106.0 95.2 86.4 77.3 67.5 61.9 57.6 53.2 49.1 45.1 37.7 188.0 171.0 156.0 144.0 132.0 123.0 114.0 cm3 887 756 678 603 516 456 406 347 1,635 1,444 1,290 1,160 1,040 906 794 711 610 564 513 457 401 362 2,074 1,860 1,640 1,470 1,310 1,086 984 884 773 700 621 534 2,396 2,146 1,930 1,740 1,560 1,416 1,266 1,110 1,010 ,944 872 805 739 618 3,081 2,801 2,560 2,360 2,160 2,020 1,870 UNIVERSAL BEARING PILES B D T IMPERIAL DIMENSIONS T US term Serial Size in Weight per ft lb Depth of Section D in Width of Section B in Thickness Web and Flange in Area of section in2 HP 14 14 X 141/2 117 102 89 73 14.234 14.032 13.856 13.636 14.885 14.784 14.696 14.586 0.805 0.704 0.616 0.506 34.40 30.00 26.10 21.40 1.200 1.010 0.810 0.700 0.607 0.526 0.485 0.436 44.17 36.73 29.40 24.60 21.80 18.40 17.36 15.50 0.564 0.477 0.418 16.80 14.10 12.40 0.446 0.373 10.60 8.83 No imperial equivalent HP 12 12 X 12 150 125 100 85 74 64 59 53 13.308 12.928 12.528 12.308 12.122 11.960 11.878 11.780 12.810 12.620 12.420 12.310 12.217 12.136 12.095 12.046 No imperial equivalent HP 10 10 X 10 57 48 42 10.012 9.838 9.720 10.224 10.137 10.078 No imperial equivalent HP 8 8X8 36 30 8.026 7.880 81.58 8.085 No imperial equivalent 56 UNIVERSAL BEARING PILES (Continued) B D T METRIC / IMPERIAL SIZES Serial Size mm T Mass kg/m Depth of Section D mm Width of Section B mm Thickness Web and Flange mm Area of section cm2 400 X 400 235.0 197.0 168.0 140.0 408.0 400.0 394.0 388.0 412.0 408.0 405.0 402.0 25.0 21.0 18.0 15.0 300.00 251.00 214.00 178.00 356 X 368 174.0 152.0 133.0 109.0 361.5 356.4 351.9 346.4 378.1 375.5 373.3 370.5 20.4 17.9 15.6 12.9 222.20 193.60 169.00 138.40 350 X 350 156.0 131.0 106.0 350.0 344.0 338.0 357.0 354.0 351.0 19.0 16.0 13.0 198.40 166.60 135.30 305 X 305 223.0 186.0 154.0 149.0 129.0 126.0 110.0 105.0 95.0 88.0 79.0 338.0 328.4 350.0 318.2 344.0 312.6 307.9 338.0 303.8 301.7 299.2 325.4 320.5 357.0 315.5 354.0 312.7 310.3 351.0 308.3 307.2 306.0 30.5 25.7 19.0 20.6 16.0 17.8 15.4 13.0 13.4 12.3 11.1 285.00 237.00 169.00 190.00 165.00 161.00 140.40 133.00 121.00 112.00 100.40 300 X 300 142.0 106.0 84.5 83.4 310.0 300.0 294.0 294.0 310.0 305.0 302.0 302.0 20.0 15.0 12.0 12.0 181.00 134.80 107.70 106.00 254 X 254 85.0 71.0 63.0 254.3 249.9 246.9 259.7 257.5 256.0 14.3 12.1 10.6 108.10 91.00 79.70 250 X 250 82.2 64.4 63.8 250.0 244.0 244.0 255.0 252.0 252.0 14.0 11.0 11.0 104.70 82.06 81.30 203 X 203 54.0 45.0 203.9 202.2 207.2 205.4 11.3 9.5 68.40 57.00 200 X 200 56.2 200.0 204.0 12.0 71.53 57 UNIVERSAL BEAMS AND COLUMNS Y R tw tf X METRIC UNITS Section Size Unit Weight W X D B Y Section depth D Flange width B Thickness tw tf Corner radius r Section area A lx ly Modulus of section Zx Zy kg/m mm mm mm mm mm cm cm cm4 cm cm cm3 cm3 100 x 50 100 x 100 9.30 14.8 16.9 17.2 13.2 23.6 28.3 14.0 20.7 21.1 31.1 31.5 37.4 18.0 18.1 23.3 32.8 40.2 40.4 17.8 18.2 20.9 21.3 29.9 30.6 36.9 41.4 49.9 56.2 57.8 65.7 25.1 25.7 29.0 29.6 43.6 44.1 51.6 59.1 100 100 100 100 125 125 125 150 148 148 150 150 154 175 175 169 171 175 175 198 198 200 200 194 194 198 196 200 200 204 208 248 248 250 250 244 244 248 252 50 100 100 100 60 125 125 75 100 100 150 150 151 90 90 125 174 175 175 99 99 100 100 150 150 151 199 200 204 201 202 124 124 125 125 175 175 176 177 5.0 5.0 8.0 6.0 6.0 6.5 6.5 5.0 6.0 6.0 7.0 7.0 8.0 5.0 5.0 5.5 6.0 7.5 7.5 4.5 7.0 5.5 5.5 6.0 6.0 7.0 6.5 8.0 12.0 9.0 16.0 5.0 5.0 6.0 6.0 7.0 7.0 8.0 9.0 7.0 7.0 6.0 8.0 8.0 9.0 9.0 7.0 9.0 9.0 10.0 10.0 12.0 8.0 8.0 8.0 9.0 11.0 11.0 7.0 4.5 8.0 8.0 9.0 9.0 11.0 10.0 12.0 12.0 14.0 10.0 8.0 8.0 9.0 9.0 11.0 11.0 13.0 15.0 8 10 8 10 9 8 10 8 8 11 8 11 11 8 9 12 12 13 12 8 11 8 11 8 13 13 13 13 13 13 13 8 12 8 12 13 16 16 16 11.85 19.20 21.60 21.90 16.84 30.00 30.31 17.85 26.30 26.84 39.60 40.14 47.70 22.90 23.04 29.65 41.70 51.20 51.40 22.70 23.20 26.70 27.16 38.10 39.01 47.00 52.70 63.53 71.53 73.60 83.69 32.00 32.68 37.00 37.66 55.50 56.24 65.70 75.30 187 344 378 333 413 840 847 666 1,003 1,020 1,623 1,640 2,018 1,205 1,210 1,530 2,304 2,880 2,895 1,543 1,582 1,806 1,840 2,625 2,690 3,331 3,846 4,720 4,980 5,603 6,530 3,450 3,540 3,965 4,050 6,037 6,120 7,308 8,541 14.8 117.0 134.0 134.0 29.2 293.0 293.0 49.5 150.0 151.0 563.0 563.0 690.0 97.5 97.5 261.0 791.0 984.0 984.0 113.0 114.0 134.0 134.0 507.0 507.0 633.0 1,315.0 1,600.0 1,700.0 1,897.0 2,200.0 255.0 255.0 294.0 294.0 984.0 985.0 1,184.0 1,390.0 3.98 4.20 4.18 4.18 4.95 5.29 5.29 6.11 6.17 6.17 6.40 6.39 6.51 7.26 7.26 7.18 7.43 7.50 7.50 8.25 8.26 8.23 8.24 8.30 8.30 8.42 8.54 8.62 8.35 5.70 8.83 10.40 10.40 10.40 10.40 10.40 10.40 10.50 10.70 1.12 2.47 2.49 2.47 1.32 3.13 3.11 1.66 2.39 2.37 3.77 3.75 3.80 2.06 2.06 2.97 4.35 4.38 4.37 2.24 2.22 2.24 2.22 3.65 3.61 3.67 5.00 5.02 4.88 5.08 5.13 2.82 2.79 2.82 2.79 4.21 4.19 4.24 4.30 37.5 69.0 75.6 76.5 66.1 134.0 136.0 88.8 135.0 138.0 216.0 219.0 262.0 138.0 139.0 181.0 269.0 330.0 331.0 156.0 160.0 181.0 184.0 271.0 277.0 336.0 392.0 472.0 498.0 549.0 628.0 278.0 285.0 317.0 324.0 495.0 502.0 589.0 678.0 5.91 23.00 26.70 26.70 9.73 46.90 47.00 13.20 30.10 30.10 75.10 75.10 91.40 21.70 21.70 41.80 90.90 112.00 112.00 22.90 23.00 26.70 26.80 67.60 67.60 83.80 132.00 160.00 167.00 189.00 218.00 41.10 41.10 47.00 47.00 112.00 113.00 135.00 157.00 150 x 75 150 x 100 150 x 150 175 x 90 175 x 125 175 x 175 200 x 100 200 x 150 200 x 200 250 x 125 250 x 175 58 4 Radius of gyration lx ly mm 125 x 60 125 x 125 2 Moment of inertia UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X METRIC UNITS Section Size mm 250 x 250 300 x 150 300 x 200 300 x 300 350 x 175 350 x 250 X D B Y Unit Weight W kg/m Section depth D mm Flange width B Thickness tw mm mm 64.4 66.5 71.8 72.4 82.8 98.1 25.0 32.0 36.7 41.4 46.2 69.0 48.3 55.8 56.8 65.4 77.3 84.5 87.0 93.0 94.0 105.0 106.0 125.0 130.0 147.0 41.2 41.4 49.4 49.6 57.8 66.2 71.8 79.7 69.2 78.1 79.7 94.2 108.0 244 248 250 250 250 260 294 298 300 304 306 318 290 294 294 298 304 294 298 300 300 300 304 310 310 312 346 346 350 350 354 358 360 364 336 340 340 346 350 252 249 250 250 255 253 148 149 150 150 151 154 199 200 200 201 202 302 299 300 300 305 301 303 305 310 174 174 175 175 176 177 178 177 249 250 240 251 253 11.0 8.0 9.0 9.0 14.0 12.0 4.5 5.5 6.5 6.5 7.5 11.0 7.0 8.0 8.0 9.0 10.0 12.0 9.0 10.0 10.0 15.0 11.0 20.0 15.0 20.0 6.0 6.0 7.0 7.0 8.0 9.0 10.0 11.0 8.0 9.0 9.0 10.0 12.0 tf Corner radius r Section area A lx ly mm mm cm2 cm4 11 13 14 14 14 19 6 8 9 11 12 18 10 12 12 14 17 12 14 15 15 15 17 13 20 21 9 9 11 11 13 15 16 18 12 14 14 17 19 16 16 13 16 16 16 16 13 13 13 13 13 18 13 18 18 18 18 18 13 18 13 18 18 18 18 13 14 13 14 14 14 14 14 20 13 20 20 20 82.06 84.70 91.40 92.18 104.70 125.00 32.60 40.80 46.78 52.80 58.80 87.90 61.50 71.10 72.38 83.36 98.50 107.70 110.80 118.00 119.80 133.50 134.80 159.00 165.00 187.00 52.50 52.68 62.90 63.14 73.70 84.30 91.40 101.00 88.15 100.00 102.00 120.00 137.00 8,780 9,930 10,750 10,800 11,500 15,340 4,940 6,320 7,210 8,578 9,514 14,820 9,431 11,110 11,300 13,300 16,280 16,900 18,800 20,190 20,400 21,311 23,400 28,130 28,630 31,370 11,040 11,100 13,500 13,600 16,100 18,710 20,240 22,760 18,500 21,230 21,700 26,440 30,190 59 Moment of inertia Radius of gyration lx ly Modulus of section Zx Zy cm4 cm cm cm3 cm3 2,940 3,350 3,648 3,650 3,880 5,134 326 442 508 620 691 1,100 1,317 1,602 1,600 1,900 2,341 5,520 6750 6,753 6,750 7,102 7,730 9,282 9,470 10,450 792 798 984 984 1,184 1,390 1,508 1,669 3,090 3,649 3,650 4,488 5,138 10.3 10.8 10.8 10.8 10.5 11.1 12.3 12.4 12.4 12.7 12.7 13.0 12.4 12.5 12.5 12.6 12.9 12.5 13.1 13.1 13.1 12.6 13.2 13.3 13.2 13.0 14.5 14.5 14.6 14.7 14.8 14.9 14.9 15.0 14.5 14.6 14.6 14.8 14.8 5.98 6.29 6.32 6.29 6.09 6.41 3.16 3.29 3.29 3.43 3.43 3.54 4.63 4.75 4.71 4.77 4.88 7.16 7.51 7.55 7.51 7.26 7.57 7.64 7.57 7.48 3.88 3.88 3.96 3.95 4.01 4.06 4.06 4.06 5.92 6.05 6.00 6.12 6.12 720 801 860 867 919 1,180 336 424 481 564 622 932 650 756 771 893 1,071 1,150 1,270 1,346 1,360 1,421 1,540 1,815 1,847 2,011 638 641 771 775 909 1,045 1,124 1,250 1,100 1,249 1,280 1,528 1,725 233.0 269.0 292.0 292.0 304.0 406.0 44.0 59.3 67.7 82.7 91.5 143.0 132.0 160.0 160.0 189.0 232.0 365.0 450.0 450.0 450.0 466.0 514.0 613.0 621.0 674.0 91.0 91.0 113.0 112.0 135.0 157.0 169.0 189.0 248.0 292.0 292.0 358.0 406.0 UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X METRIC UNITS Section Size Unit Weight W X D B Y Section depth D Flange width B Thickness tw tf Corner radius r Section area A lx ly Modulus of section Zx Zy kg/m mm mm mm mm mm cm cm cm4 cm cm cm3 cm3 350 x 350 106.0 113.0 115.0 131.0 135.0 137.0 156.0 159.0 181.0 56.1 56.5 65.4 66.0 75.5 88.2 140.0 94.3 105.0 107.0 127.0 140.0 147.0 168.0 172.0 197.0 200.0 232.0 283.0 415.0 605.0 65.1 66.2 74.9 76.0 88.9 98.9 110.0 106.0 121.0 124.0 145.0 338 344 344 344 350 350 350 356 362 396 396 400 400 404 410 430 386 390 390 896 388 394 394 400 400 406 414 428 458 598 446 446 450 450 456 460 460 434 440 440 446 351 348 348 354 350 350 357 352 354 199 199 200 200 201 202 208 299 300 300 302 402 398 405 400 408 403 405 407 417 432 199 199 200 200 201 202 205 299 300 300 302 13 10 10 16 12 12 19 14 16 7 7 13 13 9 10 16 9 10 10 12 15 11 18 13 21 16 18 20 30 45 8 8 9 9 10 11 14 10 11 11 13 13 16 16 16 19 19 19 22 25 11 11 8 8 15 18 28 14 16 16 19 15 18 18 21 21 24 28 35 50 70 12 12 14 14 17 19 19 15 18 18 21 20 13 20 20 13 20 20 20 20 13 16 13 16 16 16 16 22 13 22 22 22 22 22 22 22 22 22 22 22 22 13 18 13 18 18 18 18 24 13 24 24 135.30 144.00 146.00 166.60 172.00 173.90 198.40 202.00 230.00 71.40 72.16 83.40 84.12 96.20 112.00 179.00 120.10 133.00 136.00 162.00 178.50 186.80 214.40 218.70 250.70 254.90 295.50 360.70 528.60 770.10 83.00 84.30 95.40 96.76 113.00 126.00 140.00 135.00 154.00 157.40 184.00 28,200 23,850 33,810 35,300 39,847 40,300 42,500 47,600 55,190 19,770 20,020 23,460 23,710 27,490 33,060 54,850 33,700 37,860 38,680 46,660 48,930 56,150 49,700 66,620 70,900 78,040 92,770 119,000 187,100 297,900 28,130 28,700 32,890 33,500 40,400 45,430 47,860 46,800 54,730 56,100 66,380 9,380 11,240 11,840 11,800 11,840 13,583 14,400 16,000 18,500 1,447 1,450 1,736 1,740 2,035 2,478 4,216 6,240 7,204 7,210 8,735 16,260 18,930 20,000 22,420 23,800 26,200 31,030 39,360 60,530 94,360 1,579 1,580 1,870 1,872 2,308 2,619 2,742 6,690 8,106 8,110 9,658 14.4 15.1 15.1 14.6 15.2 15.2 14.7 15.3 15.5 16.6 16.7 16.8 16.8 16.9 17.2 17.5 16.7 16.9 16.9 17.0 16.6 17.3 16.7 17.5 16.8 17.5 17.7 18.2 18.8 19.7 18.4 18.5 18.6 18.6 18.9 19.0 18.5 18.6 18.9 18.9 19.0 8.33 8.84 8.95 8.43 8.89 8.84 8.53 8.90 8.96 4.50 4.48 4.56 4.54 4.60 4.70 4.86 7.21 7.35 7.28 7.35 9.55 10.10 9.65 10.10 9.75 10.10 10.20 10.40 10.70 11.10 4.36 4.33 4.43 4.40 4.51 4.56 4.43 7.04 7.26 7.18 7.24 1,670 1,910 1,966 2,050 2,277 2,303 2,450 2,674 3,049 999 1,011 1,173 1,185 1,361 1,612 2,551 1,740 1,942 1,983 2,357 2,524 2,850 3,030 3,331 3,540 3,844 4,482 5,570 8,172 12,000 1,262 1,287 1,462 1,487 1,772 1,975 2,081 2,160 2,488 2,550 2,977 534 646 646 669 776 776 809 909 1,045 145 145 174 174 202 245 405 418 480 481 578 809 951 985 1,120 1,170 1,300 1,532 1,934 2,903 4,370 159 159 187 187 230 259 268 448 540 541 640 400 x 300 400 x 400 450 x 200 450 x 300 60 4 Radius of gyration lx ly mm 400 x 200 2 Moment of inertia UNIVERSAL BEAMS AND COLUMNS (Continued) Y R tw tf X METRIC UNITS Section Size mm 500 x 200 500 x 300 600 x 200 600 x 300 700 x 300 800 x 300 900 x 300 X D B Y Unit Weight W kg/m Section depth D mm Flange width B Thickness tw mm mm 77.9 79.5 88.2 89.6 102 103 117 111 114 125 128 150 79.0 92.6 94.6 103 106 118 120 134 133 137 147 151 170 175 203 217 166 182 185 215 191 207 210 241 267 210 213 240 243 283 286 304 307 496 496 500 500 506 506 512 482 482 488 488 494 592 596 596 600 600 606 606 612 582 582 588 588 594 594 602 608 692 700 700 708 792 800 800 808 816 890 890 900 900 912 912 918 918 199 199 200 200 201 201 202 300 300 300 300 302 197 199 199 200 200 201 201 202 300 300 300 300 302 302 304 304 300 300 300 302 300 300 300 302 303 299 299 300 300 302 302 303 303 9 9 10 10 11 11 12 11 11 11 11 13 8 10 10 11 11 12 12 13 12 12 12 12 14 14 16 16 13 13 13 15 14 14 14 16 17 15 15 16 16 18 18 19 19 tf Corner radius r Section area A lx ly mm mm cm2 cm4 14 14 16 16 19 19 22 15 15 18 18 21 13 15 15 17 17 20 20 23 17 17 20 20 23 23 27 30 20 24 24 28 22 26 26 30 34 23 23 28 28 34 34 37 37 13 20 13 20 13 20 20 13 26 13 26 26 22 13 22 13 22 13 22 22 13 28 13 28 13 28 28 28 28 18 28 28 28 18 28 28 28 18 28 18 28 18 28 18 28 99.0 101.3 112.0 114.2 129.0 131.3 148.0 141.0 145.5 159.0 163.5 191.0 101.0 118.0 120.5 132.0 134.4 150.0 152.5 171.7 169.0 174.5 187.0 192.5 217.0 222.4 259.0 277.0 211.5 232.0 235.5 273.6 243.4 264.0 267.4 307.6 340.0 267.0 270.9 306.0 309.8 360.0 364.0 387.0 391.0 40,840 41,900 46,810 47,800 55,480 56,520 65,450 58,270 60,400 68,860 71,000 83,810 58,240 66,640 68,720 75,560 77,630 88,320 90,400 103,500 98,950 102,700 114,400 118,100 133,650 137,300 162,600 179,300 172,400 197,500 201,500 237,100 254,000 286,400 291,700 339,200 383,600 338,500 345,300 404,500 411,300 491,000 497,800 535,400 542,200 61 Moment of inertia Radius of gyration lx ly Modulus of section Zx Zy cm4 cm cm cm3 cm3 1,843 1,846 2,138 2,142 2,578 2,582 3,035 6,756 6,768 8,106 8,118 9,663 1,665 1,976 1,982 2,274 2,280 2,716 2,723 3,180 7,659 7,675 9,009 9,025 10,570 10,590 12,680 14,090 9,030 10,820 10,830 12,900 9,936 11,720 11,740 13,820 15,820 10,280 10,290 12,630 12,650 15,660 15,670 17,210 17,230 20.3 20.3 20.4 20.5 20.7 20.7 21.0 20.3 20.4 20.8 20.8 20.9 24.1 23.8 23.9 24.0 24.0 24.3 24.3 24.6 24.2 24.3 24.7 24.8 24.8 24.9 25.1 25.4 28.6 29.2 29.3 29.5 23.3 33.0 33.0 33.2 33.6 35.6 35.7 36.4 36.4 36.9 37.0 37.2 37.2 4.31 4.27 4.36 4.33 4.47 4.43 4.52 6.92 6.82 7.14 7.05 7.11 4.07 4.10 4.05 4.16 4.12 4.26 4.23 4.32 6.73 6.63 6.94 6.85 6.98 6.90 7.00 7.13 6.53 6.83 6.78 6.86 6.39 6.67 6.62 6.70 6.82 6.20 6.16 6.43 6.39 6.59 6.56 6.67 6.63 1,647 1,690 1,872 1,917 2,193 2,234 2,557 2,418 2,505 2,822 2,910 3,393 1,968 2,236 2,310 2,519 2,588 2,915 2,983 3,382 3,400 3,530 3,889 4,020 4,497 4,624 5,401 5,896 4,980 5,643 5,760 6,700 6,410 7,159 7,292 8,400 9,402 7,608 7,760 8,989 9,140 10,770 10,920 11,660 11,810 185 186 214 214 257 257 300 450 451 540 541 640 169 199 199 227 228 270 271 315 511 512 601 602 700 701 834 927 602 721 722 854 662 781 782 915 1,044 687 688 842 843 1,037 1,038 1,136 1,137 STEEL SHEET PILE Steel Grades Standard Designation: NF 35.520 (FRANCE) Circulaire 590.2 (BELGIUM) Grade Other steel grades comparable properties been supplied in compliance with the specifications and recommendations of the following standards Minimum yield point N/mm² Minimum tensile strength N/mm² E 240 SP 240 390 28 PAE 250 250 390 26 1e PAE 270 270 420 25 1.5e E 270 SP 270 440 25 PAE 300 300 450 23 2e PAE 320 320 470 23 2e E 320 SP 320 490 23 Minimum Bend test elongation 180° Lo-5.65 So e < 16mm/ % e > 16mm PAE 260 2) 360 490 22 E 360 SP 360 510 22 PAE 390 2) E 390 SP* 390 510 20 390 550 20 PAE 420 2) E 430 SP* 420 520 19 430 570 17 MERCOR 360 360 490 22 1e Euronorm USA Canada G.B. G.F.R. Japan 25 - 72 ASTM CSA G. 4021 BS 4360 EAU A. 5528 1.5e SiSo 37 Fe 360 B 1e 1.5e 1.5e Fe 430 B A 328 Gr.260 W Fe 490 B A 572 Gr.42 Gr.300 W 2.5e Fe 510 B 3e 2.5e 2e SY 295 A 572 Gr.50 Gr.350 W Gr.50 A SiSo S SY 390 A 572 Gr.55 3e 3e A 572 Gr.60 4e 3e SiSo 45 A 572 Gr.45 2e 2e Gr.43 A Gr.400 W A 690 2.5e * These grades may contain dispersoid elements within the following ranges: Mo - 0.01-0.06%, V - 0.02-0.10% 1) If all other conditions are respected a tensile strength of 20 N/mm2 lower than the minimum indicated is acceptable. Addition of copper: on request 2) For quanlities with a guaranteed minimum yield point equal or higher than 360 N/mm2 the carbon content in the heat analysis is limited to 0.22% and the manganese content to 1.6%. Steel Qualities Minimum Yield Stress Ultimate Stress Up to and including 16mm thick Minimum Elongation on 200mm Over 16mm up to and including 40mm thick Up to and including 9mm thick Over 9mm thick kg/mm2 N/mm2 kg/mm2 N/mm2 kg/mm2 N/mm2 % % BS.4360: 1986 (Mild Steel) Grade 43A 43.8/59.1 430/580 28.0 275 27.0 265 16 20 BS.4360: 1986 (High yield Steel) Grade 50A 49.9/65.2 490/640 36.2 355 35.2 345 15 18 48.2 min. 482.6 min. 27.0 265 27.0 265 - 17 Similar to ASTM - A328 Notes: COPPER BEARING STEEL - all the grades of steel are available with 0.20% up to 0.35% or over 0.35% up to 0.50% Copper content. 1 N/mm2 = 0.101972 kg/mm2 Recommended working stresses for Steel Sheet Piling Permanent BS.4360: 1986 Grade 50A (High yield Steel) BS.4360: 1986 Grade 43A ASTM A328 (Mild Steel) Class of Work kg/mm2 N/mm2 kg/mm2 N/mm2 14.2 140 18.3 180 Notes: For guidance only. Stresses in temporary conditions occurring during construction may be varied at the discretion of client’s engineer. 62 STEEL SHEET PILE (Continued) 1) Grades Of Steel Chemical composition and mechanical properties Chemical Composition (%) Notation Tensile Strength (N/mm2) Yield Point (N/mm2) Elongation (%) Test Piece O Si Mn P S Cu Ni O Nb + V SY295 - - - 0.040 max. 0.040 max. 0.25 min. - - - 490 min 294 min. JIS No. 1A 17 min SY390 - - - 0.040 max. 0.040 max. 0.25 min. - - - 539 min 392 min. JIS No. 1A 15 min CR4C490 0.20 max. 0.55 max. 1.20 max. 0.070 0.15 0.040 max. 0.20 min. 0.65 max. 0.30 0.80 0.15 max. JIS No. 1A 17 min. Note: * Mo, Ti and other element added as necessary 2) Dimensional Tolerances JIS A 5528 : 2000 HOT ROLLED STEEL SHEET PILE “U” SHAPE Tolerance Dimension Height ± 4% + 10 -5 ± 1.0 ± 1.2 ± 1.5 + Not Specified 0 Full Length (M) x 0.12% max. Full Length - 10m. x 0.10% + 12mm. max Full Length (M) x 0.25% max. Full Length - 10m. x 0.20% + 20mm. max Width (B) t < 10 10 t < 16 t 16 Thickness Length (L) Deflection Camber L 10m. L > 10m. L 10m. L 10m. Within 4 % of Width Difference in vertically Cut Sections. Note: The deflection shall be in the direction parallel to the sheet pile wall and the camber shall be in the direction vertical to the sheet pile wall. 63 STEEL SHEET PILES - U TYPE YSP FSP t t c c h Xo X Xo Xo X X h X w w Sectional Area Dimensions Designation h W Xo t Surface Area per wall Width per pile per pile per wall Width mm in mm in mm in cm2 in2 cm2/m in2/ft m2/m ft2/ft m2/m ft2/ft YSP I 400 15.7 75 2.95 8.0 0.315 46.49 7.206 116.2 4.589 1.15 3.77 1.44 1.44 YSP U-5 400 15.7 80 3.15 7.6 0.299 45.21 7.008 113.0 5.338 1.17 3.84 1.47 1.47 FSP IA 400 15.7 85 3.35 8.0 0.315 45.21 7.008 113.0 5.338 1.21 3.97 1.51 1.51 YSP II 400 15.7 100 3.94 10.5 0.413 61.18 9.483 153.0 7.228 1.24 4.07 1.55 1.55 FSP II 400 15.7 100 3.94 10.5 0.413 61.18 9.483 153.0 7.228 1.33 4.36 1.66 1.66 YSP U-9 400 15.7 110 4.33 9.3 0.366 55.01 8.527 137.5 6.496 1.29 4.23 1.61 1.61 FSP IIA 400 15.7 120 4.72 9.2 0.362 55.01 8.527 137.5 6.496 1.34 4.40 1.68 1.68 YSP III 400 15.7 125 4.92 13.0 0.512 76.42 11.850 191.0 9.022 1.33 4.36 1.66 1.66 FSP III 400 15.7 125 4.92 13.0 0.512 76.42 11.850 191.0 9.022 1.44 4.72 1.80 1.80 YSP U-15 400 15.7 150 5.91 12.2 0.480 74.40 11.530 186.0 8.788 1.43 4.69 1.78 1.78 FSP IIIA 400 15.7 150 5.91 13.1 0.516 74.40 11.530 186.0 8.788 1.44 4.72 1.80 1.80 YSP IV 400 15.7 155 6.10 15.5 0.610 96.99 15.030 242.5 11.460 1.47 4.82 1.84 1.84 FSP IV 400 15.7 170 6.69 15.5 0.610 96.99 15.030 242.5 11.460 1.61 5.28 2.01 2.01 YSP U-23 400 15.7 175 6.89 14.7 0.579 94.21 14.600 235.5 11.120 1.56 5.12 1.94 1.94 FSP IVA 400 15.7 185 7.28 16.1 0.634 94.21 14.600 235.1 11.110 1.57 5.15 1.96 1.96 YSP V 420 16.5 175 6.89 22.0 0.866 134.00 20.770 319.0 15.070 1.59 5.22 1.99 1.99 FSP VL 500 19.7 200 7.87 24.3 0.957 133.80 20.740 267.6 12.640 1.75 5.74 1.75 1.75 FSP VIL 500 19.7 225 8.86 27.6 1.090 153.00 23.720 306.0 14.460 1.83 6.00 1.83 1.83 64 STEEL SHEET PILES - U TYPE (Continued) YSP FSP t t h h X X X X W W Centre Moment of Inertia Weight per pile C per wall Width kg/m lbs/ft kg/m2 lbs/ft2 1.04 36.5 24.5 91.2 18.7 2.78 1.09 35.5 23.9 88.8 3.45 1.36 35.5 23.9 3.62 1.43 48.0 4.04 1.59 3.86 per wall Width per pile per pile Section Midulus per wall Width per pile in cm4/m in4/ft cm in cm3 in3 cm3/m in3/ft 429 10.3 3,820 28.0 3.04 1.20 66.4 4.05 509 9.47 18.2 454 10.9 4,220 30.9 3.17 1.25 64.7 3.95 527 9.80 88.8 18.2 598 14.4 4,500 33.0 3.64 1.43 88.0 5.37 529 9.84 32.3 120.0 24.6 986 23.7 8,690 63.6 4.01 1.58 121.0 7.38 869 16.20 48.0 32.3 120.0 24.6 1,240 29.8 8,740 64.0 4.50 1.77 152.0 9.28 874 16.30 1.52 43.2 29.0 108.0 22.1 1,070 25.7 9,680 70.9 4.42 1.74 120.0 7.32 880 16.40 4.72 1.86 43.2 29.0 108.0 22.1 1,460 35.1 10,600 77.6 5.15 2.03 160.0 9.76 880 16.40 4.72 1.86 60.0 40.3 150.0 30.7 1,920 46.1 16,400 120.0 5.01 1.97 196.0 12.00 1,310 24.40 4.90 1.93 60.0 40.3 150.0 30.7 2,220 53.3 16,800 123.0 5.39 2.12 223.0 13.60 1,340 24.90 5.71 2.25 58.4 39.2 146.0 29.9 2,700 64.9 22,800 167.0 5.12 2.02 238.0 14.50 1,520 28.30 5.84 2.30 58.4 39.2 146.0 29.9 2,790 67.0 22,800 167.0 6.12 2.41 250.0 15.30 1,520 28.30 5.85 2.30 76.0 51.1 190.0 38.9 2,690 88.7 31,900 234.0 6.15 2.42 311.0 19.00 2,060 38.30 6.45 2.54 76.1 51.1 190.0 38.9 4,670 112.0 38,600 283.0 6.94 2.73 362.0 22.10 2,270 42.20 6.51 2.56 74.0 49.7 185.0 37.9 4,380 105.0 39,400 389.0 6.81 2.68 330.0 20.10 2,250 41.80 7.45 2.93 74.0 49.7 185.0 37.9 5,300 127.0 41,600 305.0 7.50 2.95 400.0 24.40 2,250 41.80 6.15 2.42 105.0 70.6 250.0 51.2 5,950 143.0 55,200 404.0 6.67 2.63 433.0 26.40 3,150 58.60 6.94 2.73 105.0 70.6 210.0 43.0 7,960 191.0 63,000 461.0 7.71 3.04 520.0 31.70 3,150 58.60 8.09 3.18 120.0 80.6 240.0 49.2 11,400 271.0 86,000 630.0 8.63 3.40 680.0 41.50 3,820 71.10 cm in 2.64 cm4 Radius of Gyration 65 STEEL SHEET PILES Other available ranges : KSP IIw KSP IIIw KSP IVw 18.0 13.4 10.3 t t 210 h 180 h 130 h 600 w W 600 w 600 w Dimensions Section Notes: t h Section Area t Unit weight A/m A 2 2 M Moment of inertia M/m 2 l l/m 4 Modulus of section Zy Zx 4 cm /m cm 3 cm3/m mm mm mm cm cm /m kg/m kg/m KSP IIw 600 130 10.3 78.70 131.2 61.8 103 2,110 13,000 203 1,000 KSP IIIw 600 180 13.4 103.9 173.2 81.6 136 6,220 32,400 376 1,800 KSP IVw 600 210 18.0 135.3 225.5 106.0 177 8,630 56,700 539 2,700 The sizes are also available in FSP sheet piles. Sectional properties given per single pile, and per linear metre wall. 66 cm MILD STEEL CHANNELS, FLATS, ANGLES AND SQUARE BARS Type Specification Chemical Composition (Ladle Analysis) Yield Stress (MN/m ) P% t<16mm 16<t<40mm C% Flat Bar Angle Bar Square Bar JIS G3101 1976, Class 2 SS 400 _ S% 0.050 0.050 max. max. Tensile Properties 2 245 min. 235 min. Tensile Strength (MN/m2) 402 to 510 Note : t* = Thickness of flat, angle and square bar 67 Bend Test Elongation t<5mm Test Pc. No. 5 21% min. 5<t<16mm 16<t<50m Test Pc. Test Pc. No. 1A No. 1A 17% min. Bending Angle Inside radius Test Piece 180° 1.5t* No. 1 CHANNELS B r1 r2 95û t A METRIC SERIES Dept (A) Size AXBXt T Flange Width (B) Web (t) Thickness Corner Radius Flange (T) Thickness Sectional Area mm in mm in mm in mm cm mm in mm in cm in 380 x 100 x 10.5 380 14.961 100 3.937 10.5 0.431 16.0 0.630 18 0.709 9.0 0.354 69.390 10.760 380 x 100 x 13 380 14.961 100 3.937 13.0 0.512 6.5 0.650 18 0.709 9.0 0.354 78.960 12.540 300 x 90 x 9 300 11.811 90 3.543 9.0 0.354 12.0 0.512 14 0.551 7.0 0.276 48.570 7.531 300 x 90 x 10 300 11.811 90 3.543 10.0 0.394 15.5 0.611 19 0.748 9.5 0.354 55.740 8.640 280 x 100 x 9 280 11.024 100 3.937 9.0 0.354 13.0 0.512 14 0.551 7.0 0.276 49.370 7.652 280 x 100 x 11.5 280 11.024 100 3.937 11.5 0.453 16.0 0.630 18 0.709 9.0 0.354 61.370 9.512 250 x 80 x 8 250 9.843 80 3.150 8.0 0.315 12.5 0.492 14 0.551 7.0 0.276 38.510 5.969 250 x 90 x 9 250 9.843 90 3.543 9.0 0.354 13.0 0.512 14 0.551 7.0 0.276 44.070 6.831 250 x 90 x 11 250 9.843 90 3.543 11.0 0.433 14.5 0.571 17 0.669 8.5 0.335 51.170 7.931 230 x 80 x 8 230 9.055 80 3.150 8.0 0.315 12.0 0.472 13 0.512 6.5 0.256 36.120 5.599 230 x 90 x 8.5 230 9.055 90 3.543 8.5 0.335 13.5 0.531 15 0.591 7.5 0.295 42.140 6.532 200 x 80 x 7.5 200 7.874 80 3.150 7.5 0.295 11.0 0.433 12 0.472 6.0 0.236 31.330 4.856 200 x 90 x 8 200 7.874 90 3.543 8.0 0.315 13.5 0.531 14 0.551 7.0 0.276 38.650 5.991 180 x 75 x 7 180 7.087 75 2.953 7.0 0.276 10.5 0.413 11 0.433 5.5 0.217 27.200 4.216 180 x 90 x 7.5 180 7.087 90 3.543 7.5 0.295 12.5 0.492 13 0.512 6.5 0.256 34.570 5.358 150 x 75 x 6.5 150 5.906 75 2.953 6.4 0.256 10.0 0.394 10 0.394 5.0 0.197 23.710 3.675 150 x 75 x 9 150 5.906 75 2.953 9.0 0.354 12.5 0.492 15 0.591 7.5 0.295 30.590 4.741 125 x 65 x 6 125 4.921 65 2.559 6.0 0.236 8.0 0.315 8 0.315 4.0 0.157 17.110 2.652 100 x 50 x 5 100 3.937 50 1.969 5.0 0.197 7.5 0.295 8 0.315 4.0 0.157 11.920 1.848 75 x 40 x 5 75 2.953 40 1.575 5.0 0.197 7.0 0.276 8 0.315 4.0 0.157 8.818 1.367 68 CHANNELS (Continued) B r1 r2 95û t A METRIC SERIES T Centre of Gravity Weight kg/m kg/ft lb/ft cm 54.5 16.6 36.60 2.41 62.0 18.9 41.66 2.29 38.1 11.6 25.57 2.23 43.8 13.3 29.32 2.33 38.8 11.6 26.07 48.2 14.7 32.39 30.2 9.22 34.6 10.5 40.2 in Moment of inertial Radius of Gyration Modulus of Section Size cm in cm in cm in cm in cm in cm 0.949 14500 348.4 557 13.38 14.5 5.709 0.902 15600 374.8 584 14.03 14.1 5.551 0.878 6440 154.7 325 7.808 11.5 0.917 7400 177.8 373 8.961 11.5 2.64 1.040 5930 142.5 428 10.28 2.68 1.055 7150 171.8 515 12.37 20.29 2.11 0.831 3630 87.21 210 5.045 23.15 2.42 0.953 4180 100.4 306 7.352 12.2 26.90 2.39 0.941 4690 112.7 342 28.4 8.64 19.06 2.15 0.846 2900 69.67 33.1 10.1 22.24 2.58 1.016 3490 83.85 24.6 7.50 16.53 2.24 0.884 30.3 9.25 20.40 2.77 1.091 21.4 6.51 14.36 2.15 27.1 8.27 18.21 2.85 18.6 5.67 12.50 2.31 24.0 7.32 16.13 2.31 13.4 4.09 9.004 9.36 2.85 6.92 2.11 2.83 1.114 782 46.50 73.3 4.473 380 x 100 x 10.5 2.72 1.071 822 50.16 78.8 4.625 280 x 100 x 13 4.528 2.59 1.020 429 26.18 48.0 2.929 300 x 90 x 9 4.528 2.59 1.020 494 30.15 56.0 3.417 300 x 90 x 10 11.0 4.331 2.95 1.161 423 25.81 58.2 3.552 280 x 100 x 9 10.8 4.252 2.90 1.142 510 31.12 70.4 4.296 250 x 100 x 11.5 9.71 3.823 2.34 0.921 291 17.76 35.7 2.179 250 x 80 x 8 9.74 3.835 2.64 1.039 335 20.44 46.5 2.838 230 x 90 x 9 8.217 9.57 3.768 2.58 1.016 375 22.88 51.7 3.155 250 x 90 x 11 200 4.805 8.96 3.528 2.35 0.925 252 15.38 34.2 2.087 200 x 80 x 8 303 7.280 9.10 3.583 2.68 1.055 304 18.55 47.3 2.886 230 x 90 x 8.5 1950 46.85 177 4.525 7.89 3.106 2.38 0.937 195 11.90 30.8 1.880 200 x 80 x 7.5 2490 59.82 286 6.872 8.03 3.161 2.72 1.071 249 15.19 45.9 2.801 200 x 90 x 8 0.846 1380 33.15 137 3.291 7.13 2.807 2.24 0.882 154 9.398 25.5 1.556 180 x 75 x 7 1.122 1840 44.21 258 6.198 7.29 2.870 2.73 1.075 204 12.45 42.0 2.563 180 x 90 x 7.5 0.909 864 20.75 122 2.931 6.04 2.378 2.27 0.894 115 7.018 23.6 1.440 150 x 75 x 6.5 0.909 1060 25.47 151 3.628 5.87 2.311 2.22 0.874 141 8.604 29.1 1.776 150 x 75 x 9 1.94 0.764 425 10.21 65.5 1.571 4.99 1.965 1.96 0.772 68.0 4.150 14.4 0.879 125 x 65 x 6 6.290 1.55 0.610 189 4.541 26.9 0.646 3.98 1.567 1.50 0.591 37.8 2.307 7.82 0.477 100 x 50 x 5 4.650 1.27 0.500 75.9 1.823 12.4 0.298 2.93 1.154 1.19 0.469 20.2 1.233 4.54 0.277 75 x 40 x 5 69 in AxBxt CHANNELS (Continued) B r1 r2 95û t A IMPERIAL SERIES T Designation Thickness Serial Size Mass per metre mm kg Depth of Section A mm 432 x 102 65.54 381 x 102 Width of Section B Web Distance of Cy Root radius r1 Toe radius r2 dm mm mm Ratios for Local Buckling Depth between fillets d mm Flange b/T mm Web t mm Flange T mm 431.8 101.6 12.2 16.8 2.32 15.2 4.8 362.5 6.05 55.10 381.0 101.6 10.4 16.3 2.52 15.2 4.8 312.6 305 x 102 46.18 304.8 101.6 10.2 14.8 2.66 15.2 4.8 305 x 89 41.69 304.8 88.9 10.2 13.7 2.18 13.7 254 x 89 35.74 254.0 88.9 9.1 13.6 2.42 254 x 76 28.29 254.0 75.2 8.1 10.9 229 x 89 32.76 228.6 88.9 8.6 229 x 76 26.06 228.6 76.2 203 x 89 29.78 203.2 203 x 76 23.82 178 x 89 Axis x-x cm4 Axis y-y 29.7 21,399.0 628.60 6.23 30.0 14,894.0 579.70 239.3 6.86 23.5 8,214.0 499.50 3.2 245.4 6.49 24.1 7,061.0 325.40 13.7 3.2 194.7 6.54 21.4 4,448.0 302.40 1.86 12.2 3.2 203.9 6.99 25.2 3,367.0 162.60 13.3 2.53 13.7 3.2 169.9 6.68 19.7 3,387.0 285.00 11.2 2.0 12.2 3.2 177.8 6.8 23.40 2,610 158.7 88.9 8.1 12.9 2.65 13.7 3.2 145.2 6.89 17.9 2,491.0 264.40 203.2 76.2 7.1 11.2 2.13 12.2 3.2 152.4 6.80 21.5 1,950.0 151.30 26.81 177.8 88.9 7.6 12.3 2.76 13.7 3.2 121.0 7.23 15.9 1,753.0 241.00 178 x 76 20.84 177.8 76.2 6.6 10.3 2.20 12.2 3.2 128.8 7.40 19.5 1,337.0 134.00 152 x 89 23.84 152.4 88.9 7.1 11.6 2.86 13.7 3.2 96.9 7.66 13.7 1,166.0 215.10 152 x 76 17.88 152.4 76.2 6.4 9.0 2.21 12.2 2.4 105.9 8.47 16.5 851.5 113.80 127 x 64 14.90 127.0 63.5 6.4 9.2 1.94 10.7 2.4 84.0 6.90 13.1 482.5 67.23 100 x 50 9.36 100.0 50.0 5.0 7.5 1.55 8.0 - - - - 189.0 26.90 75 x 40 6.92 75.0 40.0 5.0 7.0 1.57 8.0 4.0 - - - 75.9 12.40 70 Web d/t Moment of inertia cm4 - CHANNELS (Continued) B r1 r2 95û t A IMPERIAL SERIES Radius of gyration T Elastic modulus Plastic modulus Designation Warping constant H Torsional constant J Area of Section cm6 cm cm2 kg mm 24.6 0.21700 61.00 83.49 65.54 432 x 102 0.895 22.7 0.15300 46.00 70.19 55.10 381 x 102 128.10 0.900 18.9 0.08420 355.40 58.83 46.18 305 x 102 557.1 92.60 0.887 20.4 0.05510 27.60 53.11 41.69 305 x 89 46.70 414.4 89.56 0.906 17.1 0.03470 22.90 45.52 35.74 254 x 89 265.10 28.21 317.4 54.14 0.886 21.2 0.01940 12.30 36.03 28.29 254 x 76 2.61 296.40 44.82 348.4 86.38 0.912 15.5 0.02630 20.40 41.73 32.76 229 x 89 8.87 2.19 228.30 28.22 270.3 54.24 0.900 18.8 0.01510 11.40 33.20 26.06 229 x 76 8.10 2.64 245.20 42.34 266.6 81.62 0.915 14.1 0.01920 17.80 37.94 29.78 203 x 89 8.02 2.23 192.00 27.59 225.2 53.32 0.911 16.7 0.01120 10.40 30.34 23.82 203 x 76 7.16 2.66 197.20 39.29 229.6 75.44 0.915 12.7 0.01340 15.10 34.15 26.81 178 x 89 7.10 2.25 150.40 24.72 175.4 48.07 0.911 15.5 0.00764 8.13 26.54 20.84 178 x 76 6.20 2.66 153.00 35.70 177.7 68.12 0.909 11.3 0.00881 12.40 30.36 23.84 152 x 89 6.11 2.24 111.80 21.05 130.0 41.26 0.902 14.5 0.00486 5.94 22.77 17.88 152 x 76 5.04 1.88 75.99 15.25 89.4 29.31 0.910 11.7 0.00187 4.92 18.98 14.90 127 x 64 3.98 1.50 37.80 7.82 - - - - - - 11.92 9.36 100 x 50 2.93 1.19 20.20 4.54 - - - - - - 8.21 6.92 75 x 40 Buckling parameter u Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y cm cm cm3 cm3 cm3 cm3 16.00 2.74 991.10 80.14 1,207.0 153.10 0.876 14.60 2.87 781.80 75.86 932.7 144.40 11.80 2.91 1,539.00 66.59 638.3 11.50 2.48 463.30 48.49 9.88 2.58 350.20 9.67 2.12 9.01 71 Torsional Index x Mass per metre Serial size MILD STEEL FLAT BARS METRIC SERIES Section Size Unit weight Section area Section Size Unit weight Section area thickness width M A thickness width M A mm mm kg/m cm2 mm mm kg/m cm2 3.0 12 0.283 0.360 9 65 4.59 5.85 3.0 16 0.337 0.480 9 75 5.30 6.75 3.0 19 0.447 0.570 9 90 6.36 8.10 3.0 25 0.589 0.750 9 100 7.06 9.00 3.0 32 0.754 0.960 9 125 8.83 11.25 3.0 38 0.895 1.140 9 150 10.6 13.50 3.0 50 1.180 1.500 9 180 12.7 16.20 4.5 25 0.880 1.125 9 200 14.1 18.00 4.5 32 1.130 1.440 9 230 16.2 20.70 4.5 38 1.340 1.710 9 250 17.7 22.50 4.5 44 1.550 1.980 12 25 2.36 3.00 4.5 50 1.770 2.250 12 32 3.01 3.84 6.0 14 0.660 0.840 12 38 3.58 4.56 6.0 32 1.510 1.920 12 44 4.14 5.28 6.0 38 1.790 2.280 12 50 4.71 6.00 6.0 44 2.070 2.640 12 65 6.12 7.80 6.0 50 2.360 3.000 12 75 7.06 9.00 6.0 65 3.060 3.900 12 90 8.48 10.80 6.0 75 3.530 4.500 12 100 9.42 12.00 6.0 90 4.240 5.400 12 125 11.80 15.00 6.0 100 4.710 6.000 12 150 14.10 18.00 6.0 125 5.890 7.500 12 180 17.00 21.60 8.0 25 1.570 2.000 12 200 18.80 24.00 8.0 32 2.010 2.560 12 230 21.70 27.60 8.0 38 2.390 3.040 12 250 23.60 30.00 8.0 44 2.760 3.520 12 280 26.40 33.60 8.0 50 3.140 4.000 12 300 28.30 36.00 8.0 65 4.080 5.200 16 32 4.02 5.12 8.0 75 4.710 6.000 16 38 4.77 6.08 8.0 90 5.650 7.200 16 44 5.53 7.04 8.0 100 6.280 8.000 16 50 6.28 8.00 8.0 125 7.850 10.000 16 65 8.16 10.40 9.0 25 1.770 2.250 16 75 9.42 12.00 9.0 32 2.260 2.880 16 90 11.30 14.40 9.0 38 2.680 3.420 16 100 12.60 16.00 9.0 44 3.110 3.960 16 125 15.70 20.00 9.0 50 3.530 4.500 16 150 18.80 24.00 72 EQUAL ANGLES y r2 u v A Cy 90º t x r1 A Designation Size Thickness AxA t mm mm 20x20 25x25 3.0 3.0 4.0 5.0 3.0 4.0 5.0 6.0 3.0 4.0 5.0 6.0 3.0 4.0 5.0 6.0 4.0 5.0 6.0 3.0 4.0 4.5 5.0 6.0 8.0 5.0 6.0 5.0 6.0 8.0 5.0 6.0 8.0 9.0 6.0 7.0 8.0 5.0 6.0 8.0 9.0 10.0 12.0 6.0 8.0 10.0 6.0 7.0 8.0 9.0 10.0 12.0 13.0 30x30 35x35 38x38 40x40 45x45 50x50 60x60 63x63 65x65 70x70 75x75 80x80 90x90 Mass per Metre Radius Root Toe r1 r2 kg/m mm mm 0.885 1.120 1.450 1.710 1.360 1.760 2.160 1.650 1.720 2.360 2.790 3.330 1.830 2.420 2.950 3.520 2.740 3.380 3.990 2.330 3.060 3.400 3.770 4.430 5.780 4.550 5.420 4.750 5.710 7.420 5.000 5.910 7.660 8.550 6.380 7.380 8.430 5.690 6.850 9.030 9.960 10.990 13.000 7.340 9.660 11.800 8.300 9.610 10.900 12.200 13.400 15.900 17.000 3.5 3.5 3.5 3.5 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 8.0 8.0 8.0 8.0 8.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 u t Second Moment Of Area Area Distance Centre Of Section Of Gravity x Cy r2 v y Radius Of Gyration Elastic Modulus Cx and Cy Axis x-x, y-y Axis u-u Axis v-v Axis x-x, y-y Axis u-u Axis v-v Axis x-x, y-y cm2 cm cm4 cm4 cm4 cm cm cm cm3 1.11 1.41 1.84 2.25 1.74 2.27 2.78 3.87 2.24 2.93 3.60 4.25 2.36 3.09 3.80 4.49 3.52 4.39 5.12 2.99 3.92 4.38 4.83 5.72 7.44 5.86 6.95 6.16 7.31 9.55 6.40 7.59 9.91 11.00 8.19 9.46 10.71 7.37 8.76 11.50 12.80 14.10 18.70 9.36 12.30 15.10 10.60 12.30 13.90 15.60 17.20 20.30 21.90 0.593 0.718 0.758 0.796 0.836 0.879 0.919 1.080 1.030 1.070 1.120 1.150 1.080 1.120 1.170 1.200 1.240 1.290 1.330 1.320 1.370 1.390 1.410 1.450 1.530 1.650 1.700 1.730 1.770 1.850 1.770 1.820 1.900 1.940 1.940 1.980 2.020 2.000 2.040 2.130 2.170 2.210 2.290 2.170 2.260 2.340 2.410 2.460 2.500 2.540 2.580 2.660 2.700 0.381 0.784 1.000 1.190 1.410 1.810 2.170 4.130 2.990 3.850 4.660 5.400 3.510 4.530 5.480 6.370 6.590 7.990 9.310 7.060 9.170 10.200 11.200 13.000 16.500 19.800 23.200 23.100 27.100 34.500 25.500 29.900 38.200 42.000 37.700 43.100 48.300 38.700 45.700 59.000 65.300 71.300 82.700 56.000 72.400 87.700 81.000 93.200 105.000 117.000 128.000 149.000 159.000 0.601 1.240 1.580 1.870 2.230 2.860 3.420 6.510 4.720 6.100 7.360 8.510 5.550 7.180 8.680 10.100 10.400 12.600 14.700 11.100 14.500 16.100 17.700 20.600 25.900 31.400 36.800 36.600 42.900 54.600 40.300 47.400 60.400 66.400 59.800 68.300 76.500 61.200 72.400 93.500 103.000 113.000 130.000 88.700 115.000 139.000 128.000 148.000 167.000 185.000 202.000 235.000 251.000 0.160 0.326 0.422 0.516 0.590 0.758 0.921 1.760 1.250 1.610 1.950 2.290 1.470 1.890 2.290 2.690 2.750 3.340 3.900 2.970 3.820 4.230 4.640 5.430 6.970 8.240 9.650 9.580 11.200 14.400 10.600 12.400 15.900 17.600 15.700 17.900 20.100 16.200 19.000 24.500 27.200 29.800 35.000 23.200 30.000 36.500 33.700 38.700 43.500 48.200 52.900 62.100 66.600 0.585 0.745 0.737 0.728 0.901 0.893 0.884 1.030 1.150 1.150 1.140 1.130 1.220 1.210 1.200 1.190 1.370 1.360 1.350 1.540 1.530 1.520 1.520 1.510 1.490 1.840 1.830 1.930 1.920 1.900 2.000 1.980 1.960 1.950 2.150 2.130 2.120 2.290 2.280 2.270 2.260 2.250 2.230 2.450 2.430 2.410 2.760 2.760 2.750 2.740 2.730 2.700 2.690 0.735 0.938 0.926 0.912 1.130 1.120 1.110 1.300 1.450 1.440 1.430 1.410 1.530 1.520 1.510 1.500 1.720 1.710 1.690 1.930 1.920 1.920 1.910 1.900 1.870 2.310 2.300 2.440 2.420 2.390 2.510 2.500 2.470 2.450 2.700 2.690 2.670 2.880 2.880 2.850 2.840 2.830 2.800 3.080 3.060 3.030 3.480 3.470 3.460 3.450 3.430 3.400 3.390 0.380 0.481 0.479 0.479 0.582 0.578 0.576 0.674 0.748 0.741 0.736 0.733 0.789 0.782 0.776 0.773 0.884 0.878 0.873 0.997 0.987 0.984 0.980 0.974 0.968 1.190 1.180 1.250 1.240 1.230 1.290 1.280 1.270 1.260 1.380 1.380 1.370 1.480 1.470 1.460 1.460 1.450 1.450 1.580 1.560 1.550 1.780 1.770 1.770 1.760 1.760 1.750 1.740 0.271 0.440 0.574 0.701 0.652 0.853 1.040 1.710 1.080 1.410 1.730 2.040 1.200 1.580 1.940 2.280 2.020 2.490 2.930 1.920 2.520 2.820 3.110 3.670 4.740 4.560 5.400 5.050 5.980 7.760 5.390 6.380 8.290 9.210 7.460 8.590 9.700 7.020 8.380 11.000 12.300 13.500 15.900 9.600 12.600 15.500 12.300 14.300 16.200 18.000 19.900 23.500 25.200 73 EQUAL ANGLES (Continued) y r2 u v A Cy 90º t x r1 A Designation Size Thickness AxA t mm mm 100 x 100 6 7 8 10 12 13 15 8 10 12 15 8 10 12 8 9 10 12 15 16 8 10 12 15 16 18 19 12 15 12 13 15 16 18 20 24 25 26 25 28 32 35 35 35 120 x 120 125 x 125 130 x 130 150 x 150 175 x 175 200 x 200 250 x 250 300 x 300 350 x 350 Mass per Metre Radius Root Toe r1 r2 kg/m mm mm 9.20 10.70 12.20 15.00 17.80 19.10 21.90 14.70 18.20 21.60 26.60 14.90 19.09 22.67 15.90 17.90 19.70 23.50 28.80 30.70 18.00 23.00 27.30 33.80 35.70 40.10 41.90 31.80 39.40 36.55 39.48 45.30 48.50 54.20 59.90 71.10 73.60 76.80 93.70 104.00 118.00 128.00 155.00 182.00 12 12 12 12 12 12 12 13 13 13 13 14 14 14 14 14 14 14 14 14 16 16 16 16 16 16 16 16 16 18 18 18 18 18 18 18 18 18 20 20 20 20 24 24 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 18 18 Area Distance Of Centre Section Of Gravity u t Second Moment Of Area x Cy r2 v y Radius Of Gyration Elastic Modulus Cx and Cy Axis x-x, y-y Axis u-u Axis v-v Axis x-x, y-y Axis u-u Axis v-v Axis x-x, y-y cm2 cm cm4 cm4 cm4 cm cm cm cm3 11.90 13.70 15.60 19.20 22.80 24.50 28.00 18.80 23.30 27.60 34.00 19.70 24.30 28.90 20.50 22.90 25.30 30.10 37.10 39.40 23.80 29.50 35.00 43.20 45.90 51.20 53.80 41.00 50.70 47.20 50.90 58.30 62.00 69.40 76.60 90.80 94.30 97.80 120.00 133.00 151.00 164.00 197.00 232.00 2.65 2.70 2.75 2.83 2.91 2.95 3.02 3.24 3.32 3.41 3.52 3.36 3.44 3.53 3.48 3.53 3.57 3.65 3.77 3.81 3.97 4.06 4.14 4.26 4.30 4.38 4.42 4.77 4.89 5.38 5.42 5.50 5.54 5.62 5.70 5.85 5.89 5.93 7.14 7.25 7.40 7.51 8.71 9.96 113 130 146 178 208 222 250 259 316 371 448 294 360 422 332 370 406 477 578 610 518 635 748 909 960 1,060 1,109 1,208 1,474 1,829 1,967 2,237 2,360 2,627 2,877 3,357 3,472 3,586 7,030 7,741 8,650 9,305 16,300 26,600 178 206 232 283 330 352 395 411 502 588 710 466 570 669 527 586 645 758 916 966 820 1,008 1,187 1,442 1,523 1,680 1,756 1,920 2,342 2,906 3,126 3,555 3,765 4,174 4,569 5,322 5,502 5,680 11,170 12,290 13,710 14,720 25,900 42,300 47.0 53.9 60.6 73.8 86.5 92.8 105.0 107.0 130.0 153.0 186.0 122.0 149.0 174.0 138.0 153.0 168.0 197.0 240.0 253.0 215.0 263.0 309.0 375.0 397.0 440.0 462.0 497.0 606.0 753.0 809.0 919.0 983.0 1,080.0 1,185.0 1,391.0 1,442.0 1,492.0 2,891.0 3,195.0 3,593.0 3,887.0 6,690.0 10,800.0 3.08 3.08 3.07 3.05 3.02 3.01 2.99 3.71 3.69 3.66 3.63 3.87 3.84 3.82 4.03 4.02 4.01 3.98 3.95 3.94 4.66 4.64 4.62 4.59 4.57 4.55 4.54 5.43 5.39 6.23 6.22 6.19 6.18 6.15 6.13 6.08 6.07 6.05 7.67 7.63 7.58 7.54 9.09 10.70 3.88 3.87 3.86 3.84 3.81 3.79 3.76 4.67 4.64 4.62 4.57 4.87 4.84 4.81 5.07 5.06 5.05 5.02 4.97 4.95 5.87 5.85 5.82 5.78 5.76 5.73 5.71 6.84 6.80 7.85 7.84 7.81 7.79 7.76 7.72 7.65 7.64 7.62 9.67 9.61 9.54 9.49 11.50 13.50 1.99 1.98 1.97 1.96 1.95 1.95 1.94 2.38 2.37 2.36 2.34 2.49 2.47 2.46 2.59 2.58 2.57 2.56 2.54 2.54 3.01 2.99 2.97 2.95 2.94 2.93 2.93 3.48 3.46 4.00 3.99 3.97 3.96 3.95 3.93 3.91 3.91 3.91 4.92 4.90 4.89 4.88 5.82 6.83 15.3 17.8 20.2 24.8 29.4 31.5 35.8 29.5 36.4 43.1 52.8 32.2 39.7 47.0 34.9 39.0 43.1 51.1 62.6 66.3 46.9 58.0 68.9 84.6 89.8 99.8 105.0 94.9 117.0 125.0 135.0 154.0 164.0 183.0 201.0 237.0 246.0 255.0 394.0 436.0 491.0 532.0 766.0 1,060.0 74 UNEQUAL ANGLES r2 v y t A ix 90º r1 x Cx r2 t a iv iv x iu u B Cy iy v Designation Size Thickness AxB t mm mm 63 x 38 4.5 6.0 6.0 8.0 7.0 8.0 9.0 10.0 12.0 7.0 8.0 9.0 10.0 12.0 13.0 6.5 7.0 8.0 9.0 10.0 12.0 13.0 7.0 8.0 9.0 10.0 12.0 15.0 8.0 9.0 10.0 12.0 15.0 8.0 9.0 10.0 12.0 14.0 15.0 10.0 12.0 14.0 15.0 12.0 15.0 18.0 75 x 50 100 x 65 100 x 75 125 x 75 150 x 75 150 x 90 150 x 100 200 x 100 200 x 150 Mass per Metre Radius Root Toe r1 r2 kg/m mm mm 3.45 4.43 5.65 7.39 8.80 9.40 11.00 12.30 14.40 9.30 10.60 11.80 19.00 15.40 16.50 10.00 10.70 12.20 13.50 15.00 17.80 19.10 12.10 13.80 15.30 17.00 20.20 24.80 14.30 16.40 18.20 21.60 26.60 15.20 17.10 19.00 22.40 26.10 27.70 23.00 27.30 31.60 33.70 32.00 39.60 47.40 6 6 7 7 10 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 10 12 11 12 11 11 11 10 12 12 12 12 12 12 13 12 12 12 15 15 15 15 15 15 15 2.4 2.4 2.4 2.4 4.8 4.8 7.0 4.8 7.0 5.0 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 7.0 5.0 4.8 8.5 4.8 4.8 4.8 5.0 6.0 4.8 4.8 4.8 8.5 6.0 6.5 8.5 6.0 8.5 4.8 4.8 7.5 4.8 4.8 4.8 4.8 Area Distance Centre Of Section Of Gravity Second Moment Of Area Radius Of Gyration Elastic Modulus Cx and Cy Axis x-x Axis y-y Axis u-u Axis v-v Axis x-x Axis y-y Axis u-u Axis v-v Axis x-x Axis y-y cm2 cm cm cm4 cm4 cm4 cm4 cm cm cm cm cm3 cm3 4.40 5.75 7.22 9.44 11.20 12.70 14.00 15.60 18.40 11.90 13.50 15.10 16.60 19.70 21.20 12.70 13.70 15.50 17.40 19.20 22.70 24.30 15.50 17.50 19.40 21.70 25.70 31.70 18.70 20.90 23.20 27.60 34.00 19.40 21.80 24.20 28.60 33.20 35.20 29.40 34.90 40.30 43.10 40.90 50.60 60.10 2.10 2.17 2.45 2.53 3.23 3.28 3.31 3.36 3.43 3.06 3.11 3.15 3.19 3.27 3.31 4.07 4.10 4.14 4.19 4.23 4.32 4.35 5.17 5.23 5.25 5.32 5.41 5.53 4.93 4.95 5.00 5.09 5.21 4.70 4.77 4.80 4.88 4.98 5.01 6.95 7.04 7.12 7.17 6.10 6.22 6.34 0.87 0.93 1.21 1.29 1.52 1.56 1.58 1.64 1.70 1.84 1.88 1.92 1.96 2.03 2.07 1.62 1.64 1.69 1.73 1.77 1.84 1.87 1.50 1.54 1.55 1.62 1.70 1.81 1.97 2.00 2.04 2.12 2.24 2.24 2.30 2.34 2.41 2.50 2.53 2.03 2.11 2.18 2.23 3.63 3.75 3.86 3.00 3.80 8.48 10.90 22.10 24.90 26.80 30.20 34.70 30.70 34.60 38.40 42.20 49.50 53.10 34.40 36.70 41.30 45.80 50.20 58.80 61.90 40.80 45.80 48.70 55.80 65.30 79.20 72.70 80.50 89.20 105.00 127.00 90.90 104.00 114.00 132.00 153.00 161.00 138.00 162.00 182.00 197.00 434.00 530.00 622.00 2.01 1.99 2.38 2.36 3.18 3.17 3.14 3.14 3.11 3.15 3.14 3.13 3.12 3.10 3.09 4.02 4.01 4.00 3.99 3.98 3.95 3.93 4.85 4.84 4.79 4.82 4.79 4.75 4.83 4.81 4.81 4.78 4.74 4.77 4.79 4.78 4.74 4.74 4.71 6.48 6.45 6.41 6.41 6.38 6.34 6.30 1.06 1.04 1.42 1.40 1.84 1.83 1.80 1.81 1.78 2.19 2.18 2.17 2.16 1.14 2.13 2.11 2.10 2.10 2.09 2.08 2.06 2.04 2.02 2.02 1.97 2.00 1.98 1.95 2.54 2.52 2.52 2.50 2.47 2.86 2.88 2.86 2.83 2.82 2.80 2.70 2.68 2.65 2.65 4.45 4.42 4.38 2.12 2.10 2.55 2.52 3.39 3.38 3.34 3.35 3.30 3.49 3.48 3.46 6.45 3.42 3.40 4.23 4.22 4.21 4.20 4.18 4.16 4.13 5.00 4.99 4.93 4.96 4.93 4.89 5.09 5.06 5.06 5.03 4.99 5.12 5.15 5.13 5.08 5.08 5.04 6.68 6.65 6.60 6.60 7.07 7.02 6.97 0.82 0.82 1.08 1.07 1.41 1.40 1.38 1.39 1.37 1.61 1.60 1.60 1.59 1.59 1.58 1.64 1.64 1.63 1.62 1.62 1.61 1.60 1.62 1.62 1.58 1.60 1.59 1.58 1.97 1.96 1.96 1.95 1.93 2.17 2.18 2.17 2.15 2.15 2.14 2.17 2.16 2.12 2.14 3.26 3.23 3.22 4.2 5.5 8.1 10.5 16.7 18.9 20.6 23.2 27.0 17.0 19.3 21.6 23.8 28.1 30.2 24.4 26.2 29.7 33.2 36.7 43.4 46.1 37.0 42.1 45.8 52.0 61.6 75.5 43.3 48.2 53.7 63.6 78.1 42.8 49.1 54.1 63.4 74.3 78.2 94.5 112.0 128.0 138.0 120.0 148.0 175.0 1.68 2.18 3.87 5.01 7.56 8.57 9.26 10.00 12.10 10.10 11.40 12.70 14.00 16.50 17.70 9.63 10.30 11.70 13.10 14.40 17.00 17.90 10.50 11.90 12.70 14.70 17.30 21.10 17.20 19.00 21.20 25.00 30.60 20.30 23.50 25.80 30.10 35.30 37.00 27.00 31.90 36.10 39.00 71.50 87.90 104.00 4.9 20.0 18.0 6.3 25.0 23.0 40.9 14.6 47.1 52.4 18.6 60.1 113.0 37.7 128.0 127.0 42.3 144.0 138.0 45.5 157.0 154.0 51.1 175.0 177.0 58.0 201.0 118.0 56.9 144.0 133.0 64.2 163.0 148.0 71.1 181.0 162.0 77.7 198.0 189.0 90.3 230.0 202.0 96.3 245.0 206.0 56.6 228.0 220.0 60.5 244.0 249.0 68.1 275.0 276.0 75.5 306.0 303.0 82.6 336.0 355.0 96.0 392.0 376.0 101.0 414.0 364.0 63.1 386.0 411.0 71.2 436.0 447.0 75.3 473.0 503.0 86.3 533.0 591.0 100.0 626.0 715.0 120.0 756.0 436.0 121.0 484.0 485.0 133.0 537.0 536.0 147.0 595.0 630.0 172.0 698.0 764.0 207.0 844.0 441.0 158.0 508.0 502.0 181.0 579.0 552.0 198.0 635.0 642.0 228.0 738.0 744.0 265.0 856.0 781.0 276.0 897.0 1,233.0 215.0 1,309.0 1,454.0 252.0 1,544.0 1,654.0 282.0 1,755.0 1,772.0 303.0 1,879.0 1,667.0 813.0 2,046.0 2,037.0 989.0 2,496.0 2,390.0 1,155.0 2,923.0 75 Angle x-x Axis to u-u Axis 0.362 0.358 0.436 0.430 0.415 0.414 0.410 0.410 0.404 0.548 0.548 0.546 0.545 0.541 0.539 0.360 0.360 0.360 0.359 0.358 0.354 0.352 0.263 0.263 0.259 0.261 0.259 0.254 0.364 0.361 0.361 0.359 0.354 0.437 0.439 0.437 0.435 0.434 0.431 0.264 0.263 0.261 0.260 0.554 0.552 0.549 SQUARE BARS Section Size Unit weight M Side length a Section area A mm kg/m lb/ft mm in 9 10 12 13 16 17 18 19 22 23 24 25 26 28 30 32 34 35 36 38 50 55 60 65 70 75 80 85 90 95 100 110 120 130 140 150 160 0.64 0.79 1.13 1.33 2.01 2.27 2.54 2.83 3.80 4.15 4.52 4.91 5.31 6.15 7.07 8.04 9.07 9.62 10.20 11.30 19.60 23.70 28.30 33.20 38.50 44.20 50.20 56.70 63.60 70.80 78.50 95.00 113.00 133.00 154.00 177.00 201.00 0.430 0.530 0.760 0.830 1.351 1.525 1.707 1.902 2.553 2.789 3.037 3.299 3.568 4.133 4.751 5.403 6.095 6.464 6.854 7.593 13.170 15.930 19.020 22.310 25.870 29.700 33.730 38.100 42.740 47.580 52.750 63.840 75.930 86.370 103.500 118.900 135.100 9 10 12 13 16 17 18 19 22 23 24 25 26 28 30 32 34 35 36 38 50 55 60 65 70 75 80 85 90 95 100 110 120 130 140 150 160 0.354 0.394 0.472 0.512 0.630 0.669 0.709 0.748 0.866 0.906 0.945 0.984 1.024 1.102 1.181 1.260 1.339 1.378 1.417 1.496 1.969 2.165 2.362 2.559 2.756 2.953 3.150 3.346 3.543 3.740 3.937 4.331 4.724 5.118 5.512 5.906 6.299 cm2 0.810 1.000 1.440 1.690 2.560 2.890 3.240 3.610 4.840 5.290 5.760 6.250 6.760 7.840 9.000 10.24 11.56 12.25 12.96 14.44 25.00 30.25 36.00 42.25 49.00 56.25 64.00 72.25 81.00 90.25 100.0 121.0 144.0 169.0 196.0 255.0 256.0 76 Moment of inertia Radius of gyration Modulus of section in2 in4 in in3 0.1250 0.1550 0.2230 0.2620 0.3988 0.4480 0.5022 0.5596 0.7502 0.8200 0.8928 0.9688 1.0480 1.2150 1.3950 1.5870 1.7920 1.8990 2.0090 2.2380 3.8750 4.6890 5.5800 6.5490 7.5950 8.7190 9.9200 11.2000 12.5600 13.9900 15.5000 18.7600 22.3200 26.2000 30.3800 34.8800 39.6800 0.0132 0.0168 0.0209 0.0262 0.0468 0.0560 0.0663 0.0783 0.0915 0.1230 0.1620 0.2100 0.2670 0.3000 0.3360 0.4180 1.2520 1.8330 2.5950 3.5800 4.8050 6.3420 8.1920 10.4500 13.1410 16.3120 20.0120 129.3090 41.5620 57.1770 76.8770 101.3810 131.1950 0.181 0.193 0.205 0.217 0.252 0.260 0.272 0.283 0.295 0.319 0.343 0.362 0.386 0.398 0.409 0.433 0.567 0.626 0.681 0.740 0.795 0.854 0.909 0.965 1.024 1.079 1.138 1.252 1.362 1.476 1.591 1.705 1.819 0.0415 0.0500 0.0592 0.0696 0.1080 0.1240 0.1400 0.1590 0.1790 0.2230 0.2750 0.3330 0.4000 0.4360 0.4750 0.5580 1.2690 1.6900 2.1970 2.7950 3.4910 4.2900 5.2050 6.2240 7.3840 8.7260 10.1910 13.5470 17.5750 22.3340 27.8880 34.2950 41.6790 EXPANDED METAL TYPE REF. NO MATERIAL NOMINAL SIZE OF MESH SWM (MM) Light Mesh Security & Decorative Mesh Walkway Mesh Louvre Mesh Roofmesh LM 0515 LM 0715 LM 1015 LM 1515 LM 2015 LM 2018 SM 1020 SM 1520 SM 1528 SM 2028 SM 3035 SM 30045 DM 3032 SM 15030 SM 2030 SM 30030 SM 3045 SM 45060 SM 3545 SM 3060 SM 4560 SM 4575 SM 4590 SM 75060 SM 74560 SM 74545 SM 73060 WM 50080 WM 50110 WM 30080 WM 50075 WM 50105 LOM 1063 LOM 1563 RM 1520F RM 1528F RM 2030F RM 3035F Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel Alum (F) Alum (F) Alum (F) Alum (F) 10 10 10 9 9 12 16 16 22 22 22 22 22 35 35 35 35 35 42 42 42 42 42 76 76 76 76 42 45 30 25 30 16 16 16 22 35 35 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x THICKNESS STRAND WIDTH WEIGHT STANDARD SHEET SIZE LWM (MM) (MM) (MM) KG/M2 +/- 10% (SWM X LWM) (MM) 21 21 29 29 29 30 38 38 57 57 57 57 40/81 76 76 76 76 76 115 115 115 115 115 200 200 200 200 135 135 75 75 75 76 76 38 57 76 76 0.5 0.7 1.0 1.5 2.0 2.0 1.0 1.5 1.5 2.0 3.0 3.0 3.0 1.5 2.0 3.0 3.0 4.5 3.0 3.0 4.5 4.5 4.5 5.0 4.5 4.5 3.0 5.0 5.0 3.0 5.0 5.0 1.0 1.5 1.5 1.5 2.0 3.0 1.5 1.5 1.5 1.5 1.5 1.8 2.0 2.0 2.8 2.8 3.2 4.5 3.2 3.0 3.0 3.0 4.5 6.0 4.5 6.0 6.0 7.5 9.0 6.0 6.0 4.5 6.0 8.0 11.0 8.0 7.5 10.5 6.3 6.3 2.0 2.8 3.0 3.5 1.29 1.84 2.71 4.20 5.56 5.41 1.88 3.19 2.88 3.82 7.29 9.65 5.40 2.02 2.60 4.04 6.60 12.20 5.05 8.30 12.40 12.65 15.18 6.21 5.59 4.21 3.70 14.90 19.50 12.60 23.55 27.90 7.49 10.40 1.19 1.20 1.08 1.66 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 2440 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 x 1220 or Roll Size Upon Request SHEET TOLERANCE: SWM Dimension + 50mm LWM Dimension + 20 mm - 0 mm - 4 mm All specifications shown apply to steel but we manufacture expanded metal in both stainless steel and aluminium sheet. All meshes indicated can be flattened upon request. Notation: SWM = Short way of mesh LWM = Long way of mesh 77 STEEL BAR Std. Size (mm) Ŷ Unit Weight (kg/m) No. of Pcs. 12m Length Per Bundle Weight Per Bundle (MT) 50.3 0.395 210 0.995 9 63.6 0.499 168 1.006 D10 10 78.5 0.616 138 1.020 D12 12 113.1 0.888 96 1.023 D16 16 201.1 1.579 54 1.023 D20 20 314.2 2.466 34 1.006 D22 22 380.1 2.984 28 1.003 D25 25 490.9 3.854 22 1.017 D28 28 615.8 4.834 18 1.044 D32 32 804.2 6.313 14 1.061 D40 - 1,256.6 9.864 9 1.065 High Yield Deformed Mild Steel Round D8 8 D9 CossSectional Area (mm2) Deviation over and under The nominal Mass Per Meta Run% ±6.5% ±4.50% High Yield Deformed Bar Standard Length: 12 metres straight Ŷ Mild Steel Round Bar Standard Length: 12 metres straight or 12 metres once folded Ŷ Special cut length can be produced from 6m to 15m on a certain min. quantity per size per order upon request. Hot Rolled Steel Bars for The Reinforcement of Concrete Size (mm) Min Yield (N/mm2) Min Tensile (N/mm2) Min Stress Ratio Min Elongation GL=5.65 SO (%) Total EL of Max Load Min Agt (%) Former Ø for 180° Bend Test (mm) 0.050 0.050 0.51 All Size 460 - 1.05 12 - 3D 5D - - 0.050 0.050 0.51 All Size 500 - 1.05 12 - 3D 5D - - - 0.060 0.060 0.42 All Size 250 - 1.05 22 - 2D 2D - 0.25 - - 0.050 0.050 0.51 All Size 500 - 1.08 14 5 - D<20=5D D>16=7D - Mild Steel Round Bar G250 0.25 - - 0.060 0.060 0.42 All Size 250 - 1.15 22 - - 2D - SS2 PART 2 :1999 High Yield Deformed Bar G500 0.22 0.60 1.70 0.05 0.5 All Size 500 550 1.05 14 2.5 20-250 - 32-400 SS2 PART 1 :1999 Mild Steel Round Bar G300 - - - 0.060 0.060 Nil 6-20 300 330 1.10 16 - 12.5-63 - - 0.22 High Yield Deformed Bar G500N - - 0.050 0.050 0.44 12-36 500-650 - 1.08 - 5 D>20=4D - D>16=4D 0.22 - - 0.050 0.050 0.43 12-36 250 - 1.08 - 5 D>20=4D - D>16=4D 0.22 High Yield Deformed Bar G500E - - 0.050 0.050 0.49 6-40 500-800 - 1.15-1.40 - 10 D>20=4D - D>16=4D 0.22 - - 0.050 0.050 0.43 6-25 300-380 - 1.15-1.40 - 15 D>20=4D - D>16=4D Specification Chemical Composition Grade C% Max Si% Max Mn% Max High Yield Deformed Bar G460 0.25 - - High Yield Deformed Bar G500 0.30 - Mild Yield Round Bar G250 0.25 High Yield Deformed Bar G460 BS 4449:1997 MS146 :2000 Mild Steel Round Bar G250N AS/NZS 46571 :2001 Mild Steel Round Bar G300E Note : CE - Carbon Equivalent GL SO D Ø Torsid Bar - P% Max 0.05 = S% Max Ce% Max C + Mn 6 + Cr + Mo + V 5 + Former Ø Former Ø for 90° for 45° Rebend Test Rebend Test (mm) (mm) Ni + Cu 15 Gauge Length Original Cross Section Area of Test Piece Minimal Size of Bar Diameter TORSID bar are produced from low carbon steel by a special heat treatment process during rolling giving the bar an exceptional combination of strength, toughness, ductility and weldability and has the exact properties of TEMPCORE bars. It complies with all the test requirement of BS 4449 : 1997, MS 146 : 2000, SS2 PART 1 & 2 : 1999 and AS/NZS 4671 : 2001 pertaining to yield stress, tensile strength, elongation, bending, rebending and weldability. 78 STEEL BAR (Continued) Common to Steel Bars for General Struture, Cold Finished Carbon Steel Bars, Carbon Steel Bars for Machine Structural Use, and Steel Rod for Chains. Ŷ Dimensions and Weight Rated diameter (mm) Unit weight (kg/m) 42 10.9 44 11.9 46 13.0 48 14.2 50 15.4 56 18.7 60 22.2 65 26.0 70 30.2 75 34.7 80 39.5 85 44.5 90 49.9 95 55.6 100 61.7 105 68.0 110 74.6 120 88.8 130 104.0 140 121.0 150 139.0 160 158.0 170 178.0 180 200.0 190 223.0 200 247.0 79 SPECIAL SIZES Round Tube Dimension mm 36 54 57 70 127 Thickness (mm) 1.6 2.3 3.0 4.5 2.3 3.0 4.5 2.3 3.0 4.5 4.0 4.5 5.0 6.0 9.0 Calculated Weight (kg/m) 1.36 2.93 3.77 5.49 3.10 3.99 5.83 3.84 4.96 7.27 12.13 13.59 15.04 17.90 26.19 Thickness (mm) 1.6 2.3 2.3 3.0 4.5 Calculated Weight (kg/m) 2.13 2.98 3.85 4.90 6.96 Thickness (mm) 1.6 6.0 Calculated Weight (kg/m) 0.91 8.03 Trolley Track Dimension mm 50 x 50 x 15 66 x 58 x 20 U - Channel Dimension mm 25 x 25 178 x 76 Thickness Tolerances: ± 10% ERW Steel Tubes for Cement Lined Pipes Outside Diameter mm 121.9 177.3 Nominal Wall Thickness mm 3.4 3.7 Outside Diameter Maximum mm 123.1 178.6 Thickness Tolerances: ± 10% 80 Minimum mm 120.7 176.0 Calculated Weight Plain Ends kg/m 9.94 15.84 SPECIAL SIZES (Continued) Oval Tube Dimension A x B mm 15 x 30 (R 7.5) 21 x 42 ((R 10.5) 30 x 115 (R 19) 42 x 115 (R 21) 48.3 x 120 (R 24.15) Thickness (mm) 1.0 1.2 1.6 1.6 2.3 3.0 1.6 2.3 3.0 1.6 2.0 2.3 3.0 4.0 1.6 2.0 2.3 3.0 4.0 Calculated Weight (kg/m) 0.61 0.72 0.95 1.27 1.78 2.36 3.37 4.81 6.22 3.43 4.27 4.89 6.33 8.33 3.68 4.60 5.27 6.85 9.04 Thickness (mm) 1.6 2.3 3.0 Calculated Weight (kg/m) 1.36 1.91 2.45 B A D - Tube Dimension mm 20 x 40 (R 10) B A 81 CH REBAR SDN. BHD. (485873-T) Supplier of Cut to Length and Cut & Bend Steel Bars Ɣ You only pay for what is used. There is no extracost of material wastage. Ɣ The rebar is delivered in a just-in-time manner to site as per your requirement. No need to keep excessive stock length rebar at site to optimize storage space and better cash flow management. Ɣ The rebar is cut and bend to a high degree of accuracy and consistency using high quality steel which facilitate faster installation on site. Ɣ The possibility of pilferage on site is reduced due to the customization of products and the highly coordinated manner of supply. WHY PAY MORE ? Use Cut to Length ... Ɣ No Wastage Ɣ Ready Stock Ɣ Reasonable Prices Ɣ On Time Delivery Ɣ Reliable Services “Your Reliable Business Partner!” Email: esyfence@chuanhuat.com.my Home: www.esyfence.com.my NUT GALVANISED POST GALVANISED POST BOLT & NUT ESYFENCE ESYFENCE ESYFENCE BOLT FLAT BAR U-CLIP ESYFENCE POST CAP POST CAP NUT ESYFENCE BOLT NUT U - CLIP ESYFENCE GALVANISED POST BOLT U - CLIP FLAT BAR GALVANISED POST POST CAP BOLT & NUT POST CAP ESYFENCE ESYFENCE ESYFENCE U-CLIP BOLT & NUT U-CLIP BOLT & NUT FLAT BAR GALVANISED POST GALVANISED POST GAUGE TABLE No. S.W.G B.G U.S.G B.W.G in mm in mm in mm in mm 1 0.30000 7.62000 0.35320 8.97100 0.28120 7.14400 0.30000 7.62000 2 0.27600 7.01000 0.31470 7.99300 0.26560 6.74700 0.28400 7.21000 3 0.25200 6.40100 0.28040 7.12200 0.25000 6.35000 0.25900 6.58000 4 0.23200 5.89300 0.25000 6.35000 0.23440 5.95300 0.23800 6.05000 5 0.21200 5.38500 0.22250 5.65200 0.21870 5.55600 0.22000 5.59000 6 0.19200 4.87700 0.19810 5.03200 0.20310 5.15900 0.20300 5.16000 7 0.17600 4.47000 0.17640 4.48100 0.18750 4.76200 0.18000 4.57000 8 0.16000 4.06400 0.15700 3.98800 0.17190 4.36600 0.16500 4.19000 9 0.14400 3.65800 0.13980 3.55100 0.15620 3.96900 0.14800 3.76000 10 0.12800 3.25100 0.12500 3.17500 0.14060 3.57200 0.13400 3.40000 11 0.11600 2.94600 0.11130 2.82700 0.12500 3.17500 0.12000 3.05000 12 0.10400 2.64200 0.09910 2.51700 0.10940 2.77800 0.10900 2.77000 13 0.09200 2.33700 0.08820 2.24000 0.93700 2.38100 0.09500 2.41000 14 0.08000 2.03200 0.07850 1.99400 0.07810 1.98400 0.08300 2.11000 15 0.07200 1.82900 0.06990 1.77500 0.07030 1.78600 0.07200 1.83000 16 0.06400 1.62600 0.06250 1.58800 0.06250 1.58800 0.06500 1.65000 17 0.05600 1.42200 0.05560 1.41200 0.05620 1.42900 0.05800 1.47000 18 0.04800 1.21900 0.04950 1.25700 0.05000 1.27000 0.04900 1.24000 19 0.04000 1.01600 0.04400 1.11800 0.04370 1.11100 0.04200 1.07000 20 0.03600 0.91400 0.03920 0.99570 0.03750 0.95200 0.03500 0.89000 21 0.03200 0.81300 0.03490 0.88650 0.03440 0.87300 0.03200 0.81000 22 0.02800 0.71100 0.03125 0.79380 0.03125 0.79400 0.02800 0.71000 23 0.02400 0.61000 0.02782 0.70660 0.02810 0.71400 0.02500 0.64000 24 0.02200 0.55900 0.02476 0.62890 0.02500 0.63500 0.02200 0.56000 25 0.02000 0.50800 0.02204 0.55980 0.02190 0.55600 0.02000 0.51000 26 0.01800 0.45700 0.01961 0.49810 0.01880 0.47600 0.01800 0.46000 27 0.01640 0.41660 0.01745 0.44320 0.01720 0.43700 0.01600 0.41000 28 0.01480 0.37590 0.01563 0.39690 0.01560 0.39700 0.01400 0.36000 29 0.01360 0.34540 0.01390 0.35310 0.01410 0.35700 0.01300 0.33000 30 0.01240 0.31500 0.01230 0.31240 0.01250 0.31800 0.01200 0.30000 31 0.01160 0.29460 0.01100 0.27940 0.01090 0.27800 0.01000 0.25000 32 0.01080 0.27430 0.00980 0.24890 0.01020 0.25800 0.00900 0.23000 33 0.01000 0.25400 0.00870 0.22100 0.00940 0.23800 0.00800 0.20000 34 0.00920 0.23370 0.00770 0.19560 0.00860 0.21800 0.00700 0.18000 35 0.00840 0.21340 0.00690 0.17530 0.00780 0.19800 0.00500 0.13000 96 97 (N5) (N5) (N4) (N4) (N5) Fe 490-2 Fe 590-2 Fe 690-2 Fe 430A Fe 430B Fe 430C Fe 430D1 Fe 430D2 Fe 510A Fe 510B Fe 510C Fe 510D1 Fe 510D2 Fe 510DD1 Fe 510DD2 (N5) (N5) +20 +20 (N6) +20 (N6) 0 -20 -20 +20 (N6) 0 -20 -20 +20 (N6) 0 -20 -20 -20 -20 - 25 250 25 25 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 250 185 235 235 235 235 235 235 235 275 275 275 275 275 355 355 355 355 355 355 355 295 335 360 410/560 410/560 410/560 410/560 410/560 490/630 490/630 490/630 490/630 490/630 490/630 490/630 470/610 570/710 670/830 Temp °C - 27 27 27 27 27 27 27 27 40 40 27 27 27 27 27 27 (N1) - 23 23 23 23 23 23 23 23 33 33 23 23 23 23 (N1) > 150mm 150mm 250mm Impact Energy (J° C) Nominal Thickness 290/510 340/470 340/470 340/470 340/470 340/470 340/470 340/470 Tensile Min Max THK Strength Yield For 3mm Strength Specified 100mm At 16mm Yield N/mm2 N/mm2 N/mm2 - 43A 43B 43C 43D 43D 50A 50B 50C 50D 50D 50DD 50DD 40A 40B 40C 40D 40D Grade +20 (N6) 0 -20 -20 +20 (N6) 0 -20 -20 +20 (N6) 0 -20 -20 -30 -30 - 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 - 235 235 235 235 235 275 275 275 275 275 355 355 355 355 355 355 355 - 430/580 430/580 430/580 430/580 430/580 490/640 490/640 490/640 490/640 490/640 490/640 490/640 - - 27 27 27 27 27 27 27 27 27 27 27 27 27 27 Min Max THK Impact Energy (J° C) Yield For Nominal Thickness Strength Specified At 16mm Yield Temp °C 100mm N/mm2 (N3) N/mm2 (N2) 340/500 340/500 340/500 340/500 340/500 N/mm2 Tensile Strength 100mm BS 4360 : 1986 Notes: (N1) For sections up to and including 100mm only. (N2) For wide flats and sections up to and including 63mm and 100mm respectively. (N3) For wide flats up to and including 50mm and for sections on limit stated. (N4) Only available up to and including 25mm thick. (N5) The steel grades S235 (Fe 360A), S275 (Fe 430A) and S355 (Fe 510A) appear only in the English Language version (BS EN 10 025) as non-conflicting additions and do not appear in other European versions. (N6) Verification of the specified impact value is only carried out when agreed at time of enquiry and order (*Other sizes & lengths not stipulated in the table above may be made available upon request). E295 E335 E360 S275 S275JR S275JO S275J2G3 S275J2G4 S355 S355JR S275JO S275J2G3 S275J2G4 S355K2G3 S355K2G4 (N4) Fe 310-0 (N5) Fe 360A (N4) Fe 360B Fe 360B(FU) (N4) Fe 360B(FN) Fe 360C Fe 360D1 Fe 360 D2 S185 S235 S235JR S235JRG1 S235JRG2 S235JO S235J2G3 S235J2G4 (N4) Former Grade Grade BS EN 10 025 : 1993 Table 1. Comparison Between Grades In BS EN 10 025 : 1993 And BS 4360 : 1986 TECHNICAL INFORMATION 98 Fe 690-2 16 55-00 16 55-01 A 690-2 Fe 650 A 690 A 70-2 Fe 690-2 1.0070 E360 Fe 590-2 16 50-00 16 50-01 A 590-2 Fe 580 A 590 A 60-2 Fe 590-2 1.0060 E335 Fe 490-2 15 50-00 15 50-01 A 490-2 Fe 480 A 490 A 50-2 Fe 490-2 1.0050 E295 St 70-2 St 60-2 St 50-2 E 36-4 E 36-4 Fe 510-D Fe 510-D Fe 510-DD Fe 510-DD AE355-D AE355-D AE355-DD AE355-DD Fe 510 D Fe 510 D AE355 D AE355 D 50 D 50 D 50 DD 50 DD St 52-3 N Fe 510 D1 Fe 510 D2 Fe 510 DD1 Fe 510 DD2 1.0570 1.0577 1.0595 1.0596 S355J2G3 S355J2G4 S355K2G3 S355K2G4 Fe 510-C AE 355-C Fe 510 C AE355 C 50 C E 36-3 St 52-3 U Fe 510 C 1.0553 S355JO Fe 510-B AE355-B Fe 510 B AE355 B 50 B E 36-2 Fe 510 B 1.0045 S355JR 14 14-00 14 14-01 AE255-C AE255-D AE255-D Fe 430 C Fe 430 D Fe 430 D Fe 430-C Fe 430-D Fe 430-D Fe 430-B AE275 C AE275 D AE275 D 43 C 43 D 43 D E 28-3 E 28-4 E 28-4 St 44-3 U St 44-3 N Fe 430 C Fe 430 D1 Fe 430 D2 1.0143 1.0144 1.0145 S275JO S275J2G3 S275J2G4 14 12-00 AE255-B Fe 430 B AE275 B 43 B AE235-D AE235-D Fe 360 D Fe 360 D AE235 D AE235 D E 28-2 St 44-2 Fe 430 B 1.0044 S275JR AE235-C Fe 360-D Fe 360-D Fe 360-B 13 11-00 AE235-B Fe 360 C 40 D 40 D St37-3 N Fe 360 D1 Fe 360 D2 1.0114 1.0117 S235J2G3 S235J2G4 Fe 310-0 13 00-00 A 320 13 12-00 Portugal Sweden Belgium AE235 C E 24-4 E 24-4 St 37-3 U Fe 360 C 1.0114 S235JO 40 B Fe 360 B AE235 B-FU AE235 B-FU E 24-2 40 C St 37-2 Ust 37-2 RST 37-2 Fe 360 B Fe 360 B(FU) Fe 360 B(FN) 1.0037 1.0036 1.0038 S235JR S235JR G1 S235JR G2 Fe 320 A 310-0 A 33 E 24-3 St 33 Fe 310-0 1.0035 Italy United Kingdom Equivalent former designations in Spain France Germany S185 Steel Name Former EN 10 025 : 1990 Steel Number Designation EN 10 025 : 1993 Designation Table 2. List Of Former National Designations (For Information) A listing of former national designations which are superseded by the grades in European Standard EN 10 025, the U.K. (and official English Language) version of which has been published by BSI as BS EN 10 025. St 690 St 590 St 490 St 510 D St 510 D St 510 C St 430 C St 430 CE St 430 D St 430 D St 430 B St 360 D St 360 D St 360 C USt 360 B RSt 360 B St 320 Austria NS 12 153 NS 12 153 NS 12 153 NS 12 143 NS 12 143 NS 12 143 NS 12 142 NS 12 124 NS 12 124 NS 12 124 NS 12 120 NS 12 122 NS 12 123 Norway TECHNICAL INFORMATION (Continued) CONVERSION GUIDE MOTORING CONVERSIONS These conversion charts have been prepared to give an indication of the relative values. Because they are only a guide they have only been calculated to a maximum of three decimal places and should not be multiplied for higher values. CONVERSION FORMULAE To use the conversion formulae simply multiply the Imperial measurement by the factor beside the conversion you wish to make. For example 6 inches into millimetres. 6 inches multiplied by 25.4 equals 152.4 millimetres. Conversely if you wish to convert Metric measure into Imperial measure simply divide by the same factor. FUEL CONSUMPTION LENGTH To convert milli-inches into micrometres inches into millimetres inches into centimetres inches into metres feet into millimetres feet into centimetres feet into metres yards into metres fathoms into metres chains into metres furlongs into metres miles, statute into kilometres miles, nautical into kilometres Multiply by 25.4 25.4 2.54 0.0254 304.8 30.48 0.3048 0.9144 1.8288 20.1168 201.168 1.609344 1.852 L/100km 6.0 7.0 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 VOLUME & CAPACITY To convert cubic inches into cubic centimetres cubic inches into litres cubic feet into cubic metres cubic feet into litres UK pints into litres UK quarts into litres cubic yards into cubic metres UK gallons into litres UK gallons into cubic metres UK fluid ounces into cubic centimetres Multiply by 16.387064 0.016387 0.0283168 28.316847 0.5682613 1.1365225 0.7645549 4.54609 0.0045461 28.413063 1bf/in² 25 26 27 28 29 30 31 32 33 34 35 Mutiply by 645.16 6.4516 929.0304 0.092903 0.836127 0.0083613 4046.8564 0.4046856 2.589988 TEMPERATURE CONVERSIONS Celsius Fahrenheit 110 40 100 90 30 80 = = = = = = = = = = = = kPa 172.36 179.26 186.16 193.05 199.95 206.84 213.74 220.63 227.53 234.42 241.31 20 kPa 155 160 165 170 175 180 185 190 195 200 205 = = = = = = = = = = = = 1bf/in² 22.48 23.20 23.93 24.66 25.38 26.11 26.83 27.56 28.28 29.00 29.73 km/h 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 130 140 150 Multiply by 64.79891 0.323995 0.064799 1.555174 28.349523 31.103477 0.0283498 0.4535924 6.35023932 50.802345 1016.0469 1.01605 37.799 0.60479 Multiply by 1.35582 745.7 0.001356 0.7457 1.01387 99 60 10 50 40 0 30 20 -10 SPEED POWER To convert foot pounds-force per second into watts foot sepower into watts foot pounds-force per second into kilowatts horstpower into killowatts horstpower into metric horsepower = L/100m = 28.248 = 23.540 = 20.177 = 17.655 = 15.693 = 14.124 = 12.840 = 11.710 = 10.864 = 10.088 = 9.416 = 8.827 = 8.308 = 7.846 = 7.433 = 7.062 = 6.726 = 6.561 = 6.420 = 6.278 = 6.137 = 5.996 = 5.855 = 5.713 = 5.572 70 MASS To convert grains into milligrams grains into metric carats grains into grams pennyweights into grams ounces into grams ounces troy into grams ounces into kilograms pounds into kilograms stones into kilograms hundredweights into kilograms tons into kilograms tons into metric tonnes tahils into grams kati into kilograms mile/gal 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 43 44 45 46 47 48 49 50 TYRE PRESSURE AREA To convert square inches into square millimetres square inches into square centimetres square feet into square centimetres square feet into square metres square yards into square metres square yards into (0.01 hectare) acres into square metres acres into hectares square miles into square kilometres = mile/gal = 47.06 = 40.34 = 35.30 = 33.22 = 31.38 = 29.73 = 28.24 = 26.90 = 25.67 = 24.56 = 23.53 = 22.59 = 21.72 = 20.92 = 20.17 = 19.48 = 18.83 = 17.65 = 16.61 = 15.69 = 14.86 = 14.12 = 13.44 = 12.83 = 12.27 = = = = = = = = = = = = = = = = = = = = = = = = = = = = mile/h 3.13 6.25 9.37 12.50 15.62 18.75 21.87 25.00 28.12 31.25 34.37 37.50 40.62 43.75 46.87 50.00 53.12 56.25 59.37 62.50 65.62 68.75 71.87 75.00 80.25 87.50 93.075 mile/h 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 = = = = = = = = = = = = = = = = = = = = = = = = = = = = km/h 16 24 32 40 48 56 64 72 80 88 96 104 112 120 128 136 144 152 160 168 176 184 192 200 208 216 224 10 -18 0 C= 5 9 (F-32) F= 9C 5 +32 SYSTEMS OF MEASUREMENT IMPERIAL SYSTEM LENGTH 1000milli-inches 12 inches 3 feet 5.5 yards = = = = 1 inch 1 foot 1 yard 1 rod 220 yards 40 rods 10 chains 5280 feet = = = = 1 furlong 1 furlong 1 furlong 1 mile 1760 yards 8 furlongs 3 milles 25 links = = = = 1 mile 1 mile 1 league 1 rod 100 links 66 feet 22 yards 4 rods = = = = 1 chain 1 chain 1 chain 1 chain 16 drams = 1 ounce LENGTH (NAUTICAL) 6 feet = 1 fathom 100 fathoms = 1 cable (approximately) length 6080.2 feet = 1 nautical mile 10 cable length = 1 nautical mile The metric system outlined here is the modern form of the metric system, referred to as the International System of Units (SystƝme International d’ UnitƝs, or SI). The multiples and submultiples of the base and other units of the metric system are shown here for various types of measure; these are formed by applying established prefixes, which are the same whichever unit is used. Examples are milligram (mg), millimetre (mm), kilometre (km), and megawatt (MW). Only one multiplying prefix is applied at one time to a given unit. Thus, one thousandth of a milligram is referred to as a microgram and not as a associated with numbers greater than. Abbreviations, remain unaltered in the plural form and should be without a full stop; thus, km is the correct abbreviation for kilometre and kilometres. = 1 square foot AVOIRDUPOIS WEIGHT (cont.) 100 pounds = 1 cental 9 square feet 30.25 square yards 484 square yards 1210 square yards = = = = 112 pounds 4 quarters 35840 ounces 2240 pounds = = = = 4840 square yards 160 square rods 640 acres = 1 acre = 1 acre = 1 square mile 20 cwts = 1 ton VOLUME 1728 cubic inches 46656 cubic inches 27 cubic feet 1 square yard 1 square rod 1 square chain 1 rood = 1 cubic foot = 1 cubic yard = 1 cubic yard AVOIRDUPOIS WEIGHT 437.5 grains = 1 ounce 8 pints = 1 gallon 1 cwt 1 cwt 1 ton 1 ton CAPACITY 8 fluid drams = 1 fluid ounce 5 fluid ounces 20 fluid ounces 4 gills 40 fluid ounces = = = = 2 pints 160 fluid ounces = 1 quart = 1 gallon 1 gill 1 pint 1 pint 1 quart 4 quarts = 1 gallon 2 gallons 4 pecks 8 gallons 64 gallons = = = = 8 bushels = 1 quarter VOLUME & CAPACITY (cont.) 1000 cu metres = 1 cu dekametre VELOCITY 3.6 kilometres = 1 metre 1000 cu dekametres = 1 u hectometre 1000 cu hectometres = 1 cu kilometre 1000 microlitres = 1 millitre = 1 cu centrimetre per hour 3600 kilometres per hour per second = 1 kilometre per second 10 millilitres 10 centilitres 1000 millilitres 100 centilitres = = = = 1 centrilitre 1 decilitre 1 litre 1 litre POWER 1000 micowatts 1000 milliwatts 1000 watts = 1 milliwatt = 1 watt = 1 kilowatt = = = = 1 hectolitre 1 kilokitre 1 cu metre 1 kilolitre 1000 kilowatts 1000 megawatts 1000 gigawatts = 1 megawatt = 1 gigawatt = 1 tetrawatt 7000 grains 256 drams 16 ounces 14 pounds = = = = 1 pound 1 pound 1 pound 1 stone 28 pounds 2 stones = 1 quarter = 1 quarter 1 peck 1 bushel 1 bushel 1 quarter METRIC SYSTEM LENGTH 1000 picometres 100 nanometres 1000 micometres 10 millimetres 100 millimetres = = = = = 1 nanometre 1 micrometre 1 millimetre 1 centimetre 1 decimetre 10 centimetres 1000 millimetres 100 centrimetres 10 decimetres = = = = 1 decimetre 1 metre 1 metre 1 metre 100 metres 1000 metres 10 hectometres = 1 hectometre = 1 kilometre = 1 kilometre 100 litres 1000 lires 1000 kilometres 1852 nautical metres = 1 megametre = 1 international nautical mile 10 nectolitres AREA 100 sq millimetres 100 sq centimetres 10000 sq centimetres 100 sq decimetres = = = = 100 sq metres 10 ares 10000 sq mtres = 1 are = 1 dekare = 1 sq hectometre = 1 hectare 100 ares 10 dekares 100 sq hectometres 100 hectares = = = = millimiligram. Unit names take a plural ‘s’ when AREA 144 square inches 1 sq centimetre 1 sq decimetre 1 sq metre 1 sq metre 1 hectare 1 hectare 1 sq kilometre 1 sq kilometre = 1 microgram = 1 milligrams 200 milligrams 1000 milligrams 5 metric carats 25 grams = = = = 1 metric carat 1 gram 1 gram 1 metric ounces 100 grams 1000 grams 100 kilograms 1000 kilograms = = = = 1 hectogram 1 kilogram 1 quintal 1 megagram 10 quintals = 1 megagram = 1 tonne ENERGY (WORK & HEAT) 10000 ergs = 1 millijoule 1000 millijoules = 1 joule 1000 joules = 1 kilojoule = = = = 1000 kilojoules 3.5 megajoules 1000 megajoules 1000 gigajoules TIME VOLUME & CAPACITY 1000 cu millimetres = 1 cu centimetre 1000 cu centimetres = 1 cu decimetre 1000 cu decimetres = 1 cu metre DENSITY & CONCENTRATION 1 gram per = 1 milligram per cubic metre cu decimetre 1000 milligrams per = 1 gram per MASS 1000 nanograms 1000 micograms 1000 nanoseconds 1000 microseconds 1000 milliseconds 1000 seconds 100 1 micosecond 1 millisecond 1 second 1 kilosecond cu decimetres 1000 kilograms per cu metre cu decimetre = 1 kilogram per cu metre = 1 tonne per cu metre = 1 kilogram per cu decimetre = = = = 1 megajoule 1 kilowatt hour 1 gigajoule 1 tetrajoule CONVERSION FACTORS Linear measure Millimetre mm Centimetre cm Metre m Inch in Foot ft Yard yd Mile mi Millimetre (mm) Centimetre (cm) Metre (m) Inch (in) Foot (ft) Yard (yd) Mile (mi) 1 10 1000 25.4 304.8 914.4 1,609,347 0.1 1.0 100 2.54 30.48 91.44 160,935 0.001 0.01 1 0.0254 0.3048 0.9144 1,609.35 0.03937 0.3937 39.37 1 12 36 63,360 0.00328 0.0328 3.28083 0.0833 1 3 5,280 0.00109 0.01093 1.0936 0.02778 0.3333 1 1,760 0. 066214 0. 056214 0. 036214 0. 041578 0. 031894 0. 035682 1 Square measure Square millimetre (mm2) Square centimetre (cm2) Square metre (m2) Square inch (in2) Square foot (ft2) Square yard (yd2) Square miles (mi2) Square millimetre mm2 1 100 1,000,000 645,16 92,903 836,127 2.59*1012 Square centimetre cm2 0.01 1 10,000 6,452 929 8,361 25.9*109 Square metre m2 0.051 0.0001 1 0.036452 0.0929 0.8361 2.59*109 Square inch in2 0.00155 0.154999 1,549.99 1 144 1,296 4.014*109 Square foot ft2 0.0410764 0.0010764 10.7639 0.006944 1 9 27.878*108 Square yard yd2 0.05119599 0.03119599 1.19566 0.037616 0.11111 1 3.098*108 Square miles mi2 0.012386 0.010386 0.06386 0.03249 0.073587 0.063229 1 Cubic centimetre cm3 1 1,000,000 16.39 28,317 764.5 Cubic metre m3 0. 051 1 0. 041639 0. 028317 0. 7645 Cubic inch in3 0.06102 61,023 1 1,728 46,660 Cubic foot ft3 0.043531 35.31 0.035787 1 27 Cubic yard yd3 0.051308 1.308 0.0442143 0.03704 1 Weight measure Kilogram kg Pound lb Net ton nt Gross ton gt Metric ton t Kilogram (kg) Pound (lb) Net ton (nt) Gross ton (gt) Meric ton (t) 1 0.45359 907.185 1,016.05 1,000 2.20462 1 2,000 2,240 2,204 0.001102 0.0005 1 1.12 1.10231 0.039842 0.034464 0.89286 1 0.98421 0.001 0.034536 0.90719 1.01605 1 Cubic measure Cubic centimetre (cm3) Cubic metre (m3) Cubic inch (in3) Cubic foot (ft3) Cubic yard (yd3) 101 CONVERSION FACTORS (Continued) Weght per linear unit Gram per centimetre (g/cm) Kilogram per metre (kg/m) Pound per inch (lb/in) Pound per foot (lb/ft) Pound per yard (lb/yd) Weight per unit area Kilogram per square centimetre (kg/cm2) Kilogram per square metre (kg/m2) Metric ton per square metre (t/m2) Pound per square inch (lb/in2) Pound per square foot (lb/ft2) Weight per unit volume Kilogram per cubic centimetre (kg/cm3) Kilogram per cubic metre (kg/m3) Metric ton per cubic metre (t/m3) Pound per cubic inch (lb/in3) Pound per cubic foot (lb/ft3) Tension, pressure Kilopounds per square inch (ksi) Pounds per square foot (psf) Pounds per square inch (psi) Atmospheric pressure (bar) Atmospheric pressure (atm) Pressure (MPa) Gram per centimetre g/cm 1 10 178.579 14.8816 4.96054 Kilogram per metre kg/m 0.1 1 17.8579 1.48816 0.49605 Pound per inch lb/in 0.0056 0.056 1 0.08333 0.02778 Pound per foot lb/ft 0.0672 0.67197 12 1 0.3333 Pound per yard lb/yd 0.20165 2.0165 36 3 1 Kilogram per square centimetre kg/cm2 1 Kilogram per square metre kg/m2 10,000 Metric ton per square metre t/m2 10 Pound per square inch lb/in2 14.21945 Pound per square foot lb/ft2 2047.58498 0.0001 0.1 0.0703022 0.000487 1 1 703.02232 4.8717976 0.001 1 0.703 0.004872 0.0014219 1.42195 1 0.006944 0.204758 204.75849 144 1 Kilogram per cubic centimere kg/cm3 1 Kilogram per cubic metre kg/m3 1,000,000 Metric ton per cubic metre t/m3 1,000 Pound per cubic inch lb/in3 36.1193 Pound per cubic foot lb/ft3 62,419 0.051 0.001 0.02768 0.0416 1 1,000 27,680.4 16.0196 0.001 1 27.6804 0.01602 0.0436147 0.0361175 1 0.0005787 0.062419 62.41857 1,728.011 1 Kilopounds /square inch ksi 1 0.07694 0.001 0.0145 0.0147 0.145 Pounds per square inch psi 1,000 0.000694 1 14.5 14.69 145 Pounds per square foot psf 1,441,379.3 1 1,441.38 2,088.5 2,116.22 20,886 102 Atmospheric pressure bar 68.96 0.0004788 0.06896 1 1.0133 10 Atmospheric pressure atm 68.062 0.000473 0.0681 0.987 1 9.869 Pressure (Mpa) 6.896 0.04479 0.006896 0.01 0.10133 1 MEMORANDUM MEMORANDUM