Product Guide Handbook 7th Edition

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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 t”50mm
For 50<t”100mm
For 100<t”150mm. For t>150mm, see EN 10137-2
For t”100mm, For t>100m, see EN 10137-2
For t”50mm
For 50<t”70mm
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 t”30mm
For 30<t”50mm
Maximum thickness 63mm
For t”50mm
For 50<t”100mm
For 100<t”150mm
For t”100mm, 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<t”40
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<t”15 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
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