Universal Beams x x x x 125.
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1 STEEL PROUCTS CATALOGUE KAH TECK HARWARE TRAING PTE LT
2 Universal Beams B r (Meric unis) T Secion Size Uni Weigh Secion eph Flange Widh Corner Radius Secion Web Flange M B T r A mm kg/m mm mm mm mm mm cm
3 Universal Beams B r (Meric unis) T Secion Size Uni Weigh Secion eph Flange Widh Corner Radius Secion Web Flange M B T r A mm kg/m mm mm mm mm mm cm
4 Universal Beams B r (Meric unis) T Secion Size Uni Weigh Secion eph Flange Widh Corner Radius Secion Web Flange M B T r A mm kg/m mm mm mm mm mm cm
5 Universal Beams B r (Meric unis) T Secion Size Uni Weigh Secion eph Flange Widh Corner Radius Secion Web Flange M B T r A mm kg/m mm mm mm mm mm cm Maerial Spec : EN 025 S275JR EN 025 S355JR/J0/J2G3 BS 430 Gr 43A/B JIS G31 SS400
6 Universal Beams B r (Imperial unis) T Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r in (mm) lb/f kg/m in 2 cm 2 in mm in mm in mm in mm in mm W4 4 4 (2 2) W5 5 3 (7 7) W5 5 5 (7 7) W 3 (2 7) W 3½ (2 ) W 4 (2 2) W (2 2) W7 7 3 ½ (17 ) W7 7 4 (17 2) W 4 (3 2) W 5 ¼ (3 3) W ½ (3 5) W (3 3) W 4 (254 2) W 5 ¾ (254 )
7 Universal Beams B r T (Imperial unis) Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r lb/f in (mm) in 2 in in kg/m cm 2 mm mm in mm in mm in mm W (254 3) W ( ) W 4 (305 2) W 5 (305 7) W ½ (305 5) W (305 3) W ( ) W ( )
8 Universal Beams B r (Imperial unis) T Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r in (mm) lb/f kg/m in 2 cm 2 in mm in mm in mm in mm in mm W 5 (35 7) W ¾ (35 171) W (35 3) W (35 254) W ½ (35 3) W (35 40) , ,04 1, 1,2 1, W 5 ½ (40 0) W 7 (40 17)
9 Universal Beams B r (Imperial unis) T Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r in (mm) lb/f kg/m in 2 cm 2 in mm in mm in mm in mm in mm W ¼ (40 20) W (457 2) W 7 ½ (457 11) W (457 27) W21 21 ½ (533 5) W21 21 ¼ (533 2) W21 21 ¼ (533 3) W ( 17)
10 Universal Beams B r T (Imperial unis) Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r lb/f in (mm) in 2 in in kg/m cm 2 mm mm in mm in mm in mm W24 24 ( ) W24 24 ( 305) W24 24 ¾ ( 324) W27 27 ( 254) W27 27 ( 35)
11 Universal Beams B r T (Imperial unis) Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r lb/f in (mm) in 2 in in kg/m cm 2 mm mm in mm in mm in mm W30 30 ½ (72 27) W30 30 (72 31) W33 33 ½ (3 ) W33 33 ¾ (3 400)
12 Universal Beams Secion Size Uni Weigh Secion Secion eph Flange Widh Flange Web Corner Radius M A B T r lb/f in (mm) in 2 in in kg/m cm 2 mm mm in mm in mm in mm W3 3 ( 305) W3 3 ½ ( 41) W40 40 ( 305) W40 40 X ( X 40) W44 44 X ( X 40) , , , , ,00. 1,0 1,0.00 1,02 1,03. 1,030 1,040 1, , ,00 1,00 1,0.00 1,0 1, ,04 1,0 1, , ,0.00 1, 1, B r T (Imperial unis) Maerial Spec: EN025 S275JR EN025 S355JR/J0/J2G3 BS430 Gr43A / B
13 Plaes Meric unis (7.5 kg/mm m kg/mm f 2 ) Uni Weigh Widh Lengh, f M mm kg , ,0.05 1,.72 1,23.3 1, , ,5.74 1, , 1,.75 2,0. 2, ,5.7 2,00. 3, ,2.2 3, ,0. 1,0 1,.72 1,27. 1,3.5 1,35.4 1, , ,4 1,2 2, ,07. 2,7.0 2,3.0 2,552. 2,734. 2,.0 3, ,40 4,01 4,375. 4,7 5,4.40 5, ,0 1,.72 1,23.4 1,3.5 1,35.4 1, , , , 1,2 1,5.2 2, ,7.0 2, ,552. 2,25. 2,770. 2,.0 3,.4 3, ,40 4,01 4,.44 4,375. 4,7 5,4.40 5,40 5,33.0,52.0 7,.00,021.,7.40,47.0,.0, ,0.05 1,3.5 1, , ,577 1,2.5 1, 1,37.5 1,2 2,0. 2,7.0 2,275. 2,4. 2,25. 2,00. 3,02.4 3,1. 3,325. 3,0. 3,. 3,37. 4,375. 4,.72 4,7.73 5,2.24 5,7.7,5.2,52.0 7, ,75.3,7.40,25.44,0.4,375.52,2.5, ,0.05 1,.72 1,23.3 1, , 1,.75 1,3.42 2,0. 2,2.77 2, ,4. 2,5.7 2,00. 2,.0 3, ,2.2 3,0. 3,733. 4, ,0.1 4, ,. 5,3.57 5,2.24 5,33.0,4., 7, ,53.,4,7.40,333.7,0.4,7.,33.2,000.4,7.3, ,0.0 1,0.05 1, 1, ,577 1, 1,2 2,0. 2,25. 2,00. 2,75. 3,1. 3,325. 3,0. 3, ,. 4,0.1 4,375. 4,5.21 4,00. 5,2.24 5,00.2,5.2,.2, 7, ,.35 7,75.3,7.40,25.44,75.4,0.4,375.52,2.5,5.0,000.4, ,0.0 1,2. 21,000., ,1. 2,251. Maerial Spec: EN025 S275JR EN025 S355JR BS430 Gr43A JIS G31 SS400 EH3
14 Boiler Plaes Mild Seel Chequered Plaes Boiler Plaes Meric unis (7.5 kg/mm m kg/mm f 2 ) Inch 1/ 3/ 1/4 5/ 3/ 7/ 1/2 5/ 3/4 7/ 1 / /4 /2 13/4 2 21/4 21/2 3 31/2 4 5 Widh Lengh ' ' ' ' ' 30' Calculaed Weigh kg/pc lb/pc kg/pc lb/pc kg/pc lb/pc ,1 1,30 1,7 1,4 2,3 2,2 2,70 3,335 3,7 4,4 4,7 5,551,2 7,772,2,2,3 17 1, 1,532 1,3 2,3 2,452 3,04 3,75 4,20 4,01 5,5, 7,352,5,,0,23,7 17,4 1,51 24,47 2, ,0 1,2 1,42 1,53 2,2 2,51 2,3 3,33 3,425 4,445 5,14 5,21,3 7,402,3,33,43,03 17,73 1,4 1,34 2,044 2,425 2,57 3,27 4,05 4, 5,7,532 7,31 7,551,00,451,054,,31 1,54,4 2, 32,35 3, ,1 1,37 1, 1,44 2,2 2,70 3,332 3,0 4,445 4,7 5,50, 7,772,00,4,2,324,544 17,74,4 2,44 1, 1,34 2,44 3,05 3,0 4,2 4,, 7,34,57,00,0,25, 17,4 1,21,033 24,47 2,374 34,2 3,3 4,51 5,740 Maerial Spec: ASME SA5 GR 70(N) ASTM SA5 GR 70(N) Mild Seel Chequered Plaes (mm) Weigh (kg/f2) Widh Lengh, f 4' ' 5' ' 5' ' kg kg kg Maerial Spec: JIS G31 SS400 ASTM A3
15 Cold Formed Square Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Momen of Ineria Radius of Graion Momen of Ineria B M A I I i i Z Z mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm
16 Cold Formed Recangular Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Momen of Ineria Radius of Graion of Secion B M A I I i i Z Z mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm
17 Cold Formed Recangular Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Momen of Ineria Radius of Graion of Secion B M A I I i i Z Z mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm , ,3 1,.00 2, 2, , , ,.00 1, ,0.00 2, ,0.00 5,40.00, 1, , , ,370.00,0.00, ,0.00 5, 7, , ,.00 27,.00 5, ,270.00, , , Maerial Spec: ASTM A0 Gr A ASTM A0 Gr B EN21 S275JR / JØ / J2H EN21 S355JR / JØ / J2H
18 Ho Finished Square Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans B M A I r Z S J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm 3 cm 3 cm 4 cm 3 m 2 /m
19 Ho Finished Square Hollow Secions (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans B M A I r Z S J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm 3 cm 3 cm 4 cm 3 m 2 /m ,0 1,32 1, , 1,4 1, ,253 1,475 1,2 2,272 2, ,002 1,174 1,3 1,41 1,773 2,00 2, ,5 1,2 1,0 2,351 2,32 3,375 4,
20 Ho Finished Square Hollow Secions (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans B M A I r Z S J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm 3 cm 3 cm 4 cm 3 m 2 /m ,57 3, , 4, ,077 2, 2,1 3,13 3,70 4, ,2 3,31 4,2 5,04,070 7, ,445 2,3 3,0 3,70 4,471 5,33, ,75 4,44 4,53 5,77 7,031,41, ,21 3,75 5,002,0 7,023 7, ,02 5,3 7,75,473,00, , ,752,0 7,455,055,, , ,037 1,,25,23,530,0 17,0 21, ,05 1,27 1, ,41,7,423,240,,370,50,7, ,043 1,055 1, ,07 1,7 1,244 1,25 1,34,51,4,0,30,730 1,4 21,400 21,0 23, , 1,34 1,34 1,525 1,542 1, ,00,5,0,00,030,70 1,440 23, ,0 1,252 1,2 1, ,0 1,0 1,24 1,470 1,525 1,5,407,0,,5 24, 2,2 30,330 37, 7 1,043 1,24 1,437 1,575 1,40 1,04 2,
21 Ho Finished Square Hollow Secions (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans B M A I r Z S J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm 3 cm 3 cm 4 cm 3 m 2 /m ,170 21,0 25,0 30,440 31,540 34,70 35,2 3,40 44,,270 55, ,7 1,47 1,73 1,02 1, 2,0 2,5 2,51 2,73 3,1 1,05 1,32 1,7 2,030 2,7 2,334 2,34 2,30 3,055 3,40 3,45 24, 32,30 3,0 47,1 4,30 54, 54,0 0,0 70,70 0,0,7 1,373 1,7 2,5 2,53 2,54 2, 2,57 3,24 3,744 4,7 4, ,0 3,0 4,0 47,40 52,70 53,530 5,340 71,540 77,20 5, ,53 1,5 2,30 2,32 2,43 2,7 2,7 3,577 3,3 4,2 1,30 2,20 2,7 2,72 3,07 3,7 3,44 4,247 4, 5,1 4, 0,00 71,0 73, 1,0 3,030 2,440 1,0 2,0 5,00 2,33 2,5 3,405 3,530 3,4 3,42 4,32 5,237 5,4, ,40 5,0,540 1,0 4,, 1, ,54 3, 4,424 5,000 5,544,05, 3,41 4,45 5, 5,2,24 7,,3 2,0 3,0 5,400 17, 17,0 2,00 241, 4,3 5,,47 7,324,1,32, ,030,,00 7,0 174,00 11, 2, 231, ,1 4,771 5,545,23, 7,53,41,2 4,24 5,554,4 7,4,25,,242,23 1,0 4,400 2,0 245,00 274,00 302,00 33,0 372,000 5,451 7,03,,2,230,0,370, ,400,00 2,0 23, 25,0 2, 3,0 341, ,33,73 7,7,54,43,0,0,430,7 7,30,05,1,2,50,0,0 247, 2,0 330, ,0 40, ,0 4,400 54,000,,0,340,,,330,740,
22 Ho Finished Square Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans B M A I r Z S J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm 3 cm 3 cm 4 cm 3 m 2 /m ,0 342,0 31,00 4,00 453, ,370,4,7,0,0,0,40,0,770,3 45, 53, 01,00 4,00 725,0,230,7,00,370, ,03 4, 55,00 23,0,0 74, ,4,00 17,00 1, 21,340,,70 21,040 23,330 25,540 72,00 7,000 75,00 1,01,000 1,2,000 21,240 23,30 2,0 2, 31, Maerial Spec: EN021 S275JR / J2H EN021 S355JR / J2H
23 Ho Finished Recangular Hollow Secions
24 Ho Finished Recangular Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans Surface Per Mere B M A J C mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm 3 cm 3 cm 3 cm 4 cm 3 m 2 /m ,3 1,432 1,33 1, ,041 1,175 1, ,07 1, 1,4 1, ,01 1,24 1,44 1,
25 Ho Finished Recangular Hollow Secions (Meric unis) Secion Size Wall Uni Weigh Secion Second Momen of Radius of Graion Elasic Plasic Torsional Consans Surface Per Mere B M A J C mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm 3 cm 3 cm 3 cm 4 cm 3 m 2 /m ,0 1,17 1,217 1,4 2 1,07 1,25 1,51 1, 1,4 1,4 1,475 1,04 2, 2,4 2,541 2,2 1, 2,030 2,40 3,000 3,5 4,247 2, 2,47 3,43 4,033 4,40 5, 5,27 3,77 4,054 5,021,00 7,32, 2,040 2,3 2,4 3,0 3,7 4,3 5,2,0,47,50,,0,0 1,2,0,170,00,0 2, , ,1 1, , ,4 1,5 1, , 1,35 1, ,025 1, , ,7 1, ,004 1, ,0 1,340 1,524 1, 1,45 1,54 1,4 2,04 2,24 2,5 2,73 1,7 1,74 2,2 2,755 3,25 3, ,07 1,275 1,447 1,747 4,0 4,13 5,4,27 7,24 7,537,,4,2,50,,70 1,45 1,754 1,2 2,234 2,4 3,047 3, 3,7 1,0 2,070 2,530 3,030 3,4 4,1 2,3 2,4 2,71 3,27 3,5 4, 4,23 3,5 4,3 5,1,174 7,37,7 4, 4,3 5,1,3 7,,,240 7,4 7,2,717,,00,270 17,30,23,0,0 17,0,
26 Ho Finished Recangular Hollow Secions B (Meric unis) Secion Size Wall Uni Weigh Secion B M A Second Momen of Radius of Graion Elasic Plasic Torsional Consans J C Surface Per Mere mm mm kg/m cm 2 cm 4 cm 4 cm cm cm 3 cm 3 cm 3 cm 3 cm 4 cm 3 m 2 /m ,551,0,3 17, 21,0 2,537 3,5 3,737 4,4 5, , ,035 1,23 1, ,33 7,17,33,, ,032 1, ,50,270 24,0 30,440,54,0,50 17, , 1,4 1, , 1,42 1,4 1,35 1, 2,1 2 1,0 1,345 1,72 1,0 23,330 2,40 35, 1,255 1,52 1,43 2, ,0,70,0 21,00 1,752 2, 2,5 3, , ,0 1, ,035,2 7,1, ,3,30,340 24,7 30,400 2,3 3,52 4,257 5,07, ,017 1,23 1, ,054 1,27 1,5 1, ,5,4,4,, ,11 1, , 1,50 23, 2,00 35,740 5,37,0,04,73, ,1 1,453 1, ,2 0 1,3 1,40 1, 2, ,1 1,374,,740 1,20 23,440 2, ,5 1,37 1,5 2, ,0 31,7 3,00 4,0,,30 24,00 30, ,23 1,57 1,40 2,405 1, 1,357 1,54 2,041 1,524 1,2 2,3 2, 1,252 1,544 1, 2,371 30,0 3,0 4,7 5,0 1,74 2, 2,53 3, ,00 3,00 45,030 55,7,0, 17,70, ,337 1,40 2,001 2, ,5 1,43 1,73 1, 2,000 2,45 3,070 1,01 1,331 1,31 2,02 27,00 33, 40,7,5 1,2 1, 2,40 2, ,270 41,70 51,5 3,30,170,1,0, ,371 1,70 2,00 2, ,2 1,47 1,7 2,5 2,0 3, ,1 1,354 1,3 21,0 25,70 31,40 3,30 1,430 1,737 2,07 2, ,70 5, 1,70 0,0 24,440 2,70 3,770 44, ,1 2,33 3,271 4,00 1,2 1,5 2,451 2,70 2,55 3,1 4,005 4,42 1,2 2,244 2,04 3,442 52,4 4,30 0,330 7,3 2, 3,21 4,044 4, Maerial Spec: EN021 S275JR / JØ / J2H EN021 S355JR / JØ / J2H
27 Uchannels r 5 o B 1 2 r2 A 1 (Meric unis) E Secion Size Uni weigh Secion eph Flange Widh Web Flange Corner Radius Secion A B 1 M A B 1 2 r 1 r 2 A mm (in) kg/m lb/f mm in mm in mm in mm in mm in mm in cm 2 in Maerial Spec: EN025 S275JR EN025 S355JR JIS G31 SS400
28 Parallel Flange Channels T Y r 1 X X C v E Y esignaion Roo Radius Size B 0 Mass Per Mere kg/m.2 Web Flange eph Beween Filles T r 1 d A C Flange Web mm mm mm mm cm 2 cm B/T d/ cm 4 cm Of Secion.0 Cenre Of Gravi 1.7 Raios For Local Buckling 5..0 Second Momen Of Maerial Spec: EN025 S275JR EN025 S355JR
29 (Meric unis) Secion Size Uni Weigh Secion Secion Size Uni Weigh Secion widh M A mm mm cm 2 kg/m widh M A mm mm cm 2 kg/m Fla Bars
30 Fla Bars
31 Equal Angle Bars Y A 0 o X C X C Y A esignaion Secion Size A A Mass Per Mere Roo Radius Roo r 1 Toe r 1 of Secion A isance Cenre of Gravi C and C Second Momen of, u u v v Second Momen Of, u u v v Elasic mm mm kg/m mm mm cm 2 cm cm 4 cm 4 cm 4 cm cm cm cm 3,
32 Equal Angle Bars Y A 0 o X C X C Y A esignaion Secion Size A A Mass Per Mere Roo Radius Roo r 1 Toe r 1 of Secion A isance Cenre of Gravi C and C Second Momen of, u u v v Second Momen Of, u u v v Elasic mm mm kg/m mm mm cm 2 cm cm 4 cm 4 cm 4 cm cm cm cm 3, Maerial Spec: EN025 S275JR BS430 Gr43A JIS G31 SS400
33 A C X X Y Y C 0 o A esignaion Mass Per Mere Roo Radius of Secion A B Secion Size u u u u v v v v C C A Roo Toe mm mm kg/m cm 2 cm 3 cm 3 cm 4 cm 4 cm 4 cm ,30 1, ,75 1,7 2,04 2,4 2, ,23 1, ,54.0 1, , 2,03 2, , r 1 mm r 2 mm isance Cenre of Gravi Second Momen of Radius Of Graion Elasic cm cm cm cm cm cm Maerial Spec: EN025 S275JR BS430 Gr43A JIS G31 SS400 Angle o uu Unequal Angle Bars
34 Round Bars (Meric unis) Secion Size Uni Weigh Cross Secion ia Mass mm kg/m cm Maerial Spec: EN025 S275JR BS430 Gr43A JIS G31 SS400 SC S45C
35 (Meric unis) Secion Size Uni Weigh M Side Lengh a of Secion Radius of Graion Momen of Ineria Secion A mm mm in kg/m lb/f cm 2 in 2 in 3 in 4 in Maerial Spec: EN025 S275JR BS430 Gr43A JIS G31 SS400 a Square Bars
36 BS 7: / EN 255: 04 Class Nominal Size Ouside iameer Tes Pressure Plain Ends Threads & Coupling Calculaed Weigh mm mm mm in Wall Inside iameer mm Ligh "A" Medium "B" Heav "C" /2 3/4 1 /4 /2 2 21/2 3 31/2 4 1/2 3/4 1 /4 /2 2 21/ /2 3/4 1 /4 /2 2 21/ kg/m kg/m kg/m kg/m Psi kgf/cm 2 Tolerance for : Ligh Tubes = % Medium & Heav Tubes = % Briish Sandard Welded Seel Pipes
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