Apex Knives Pvt. Ltd., Nagpur, Steel Manufacturing & Processing Blades
Apex Steel Catalogue
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Transcript of Apex Steel Catalogue
COLD FORMED SECTIONSAccurately sized strips, cut from high quality hot rolled mild steel coils, are fed into the
tube mill. The flat strip is gradually formed to a round profile with an open seam along its length.
A high frequency induction welding technique is used to form a strong continuous seam joint. The formed pipe passes through and external bead scarfing and sizing process to bring its dimensions
within specified tolerances. The pipes are then cut to desired length.
The cut pipes are end faced, straightened and hydro tested. Each pipe is subjected to a specified pressure at the hydrotester to ensure that welding is strong and free from leakage.
After this stage, if required, the pipes are galvanised threaded and socketed. The manufacturing process uses Hot Rolled (HR) mild steel with a composition of carbon 0.20% maximum : phosphorous 0.05% maximum : manganese 1.20%
maximum; sulphur 0.05% maximum and silicon traces.
All the water pipes are threaded to (BSPT specifictaion and are fitted with a socket on one end).
Cold-formed steel sections commonly known as hollow sections conform to Kenya Bureau of Standards KS 02-104. Hollow sections are manufactured on tube mills using high frequency induction welding technique. The strip is continuously seam welded while round in shape and then gradually brought to the desired section in the sizing mill. The welded seam is put to a great amount of cold working while being sized. This is a very severe test of the strength of a seam weld and ensures that each length of hollow section is welded for maximum strength.
WATER PIPES
CHARACTERISTIC TOLERANCE
Outside Dimensions +- 1.5mm or 2% whichever is less
Deviation from straightness 0.17% of total length
Squareness of corners 90o +- 2o
Twist Not to exceed 2mm + 0.5mm per meter
Concavity / Convexity (i) For dimensions up to 50mm, 2% or 0.5mm whichever is less(ii) For dimensions up to 50mm, 1% or 1.5mm whichever is less
Outside bend radii for right angle bends 3t max
Length (6 meters) - exact - standard
-0 and +10mm-10mm and +100mm
Thickness +- 10%
TOLERANCES IN DIMENSIONS
GALVANISED AND BLACK STEEL PIPES AS PER KS 06 - 259 AND BS 1387
200mm and 250mm GALVANISED AND BLACK STEEL PIPES (Detailed specification on request)
RECTANGULAR HOLLOW SECTIONS
LIGHT“A”
MEDIUM“B”
HEAVY“C”
NOMINALBORE
WEIGHT OF GALVANISED PIPE THREADED &
SOCKETED
APPROXI-MATE
OUTSIDE DIAMETER
WEIGHT OFBLACK PIPESPLAIN END
WEIGHT OFBLACK PIPES
THREADED & SOCKETED
WALL THICKNESS
TYPE CLASS AND COLOUR
MARK
mm mm kg/m cm2 1x(cm4) ly(cm4) 1x(cm4) ly(cm4) Zx(cm3) Zy(cm3)40 x 20 1.2 1.08 154 1.38 2.87 0.96 1.44 0.83 1.44 0.96
1.5 1.4 119 1.71 3.49 1.15 1.43 0.83 1.75 1.152.0 1.76 95 2.24 4.44 1.44 1.14 0.8 2.22 1.43
40 x 25 1.2 1.18 141 1.5 3.32 1.59 1.49 1.03 1.66 1.271.5 1.46 114 1.86 4.04 1.73 1.47 1.01 2.02 1.542.0 1.91 87 2.44 5.17 2.43 1.45 0.99 2.59 1.943.0 2.78 60 3.54 7.11 3.26 1.42 0.96 3.59 2.61
50 x 25 1.2 1.37 122 1.74 4.73 1.93 1.81 1.05 2.29 1.541.5 1.69 99 2.15 7 2.43 1.8 1.04 2.8 1.872.0 2.23 75 2.84 9 2.96 1.78 1.02 3.6 2.373.0 3.25 51 4.14 12.55 3.99 1.74 0.96 5.02 3.19
60 x 40 1.2 1.84 91 2.34 12.12 6.43 2.27 1.66 4.04 3.241.5 2.28 73 2.9 14.89 7.93 2.26 1.65 4.96 3.962.0 3.01 55 3.83 19.31 10.22 2.24 1.63 6.43 5.113.0 4.43 38 5.64 27.83 14.31 2.21 1.59 9.12 7.1
75 x 50 2.0 3.73 45 4.84 38.5 20.5 2.82 2.06 10.2 8.213.0 5.6 30 7.14 55.3 29.1 2.78 2.02 14.7 11.64.0 7.34 23 9.36 70.5 36.7 2.74 1.98 18.8 14.7
100 x 50 3.0 6.78 25 8.64 112 37.4 3.6 2.08 22.4 14.94.0 8.92 19 11.3 144 47.3 3.56 2.04 28.8 18.9
120 x 60 2.0 5.53 30 7.04 135.58 46.24 4.39 2.56 22.6 15.413.0 8.2 20 10.44 197.31 66.41 4.35 2.52 32.88 22.144.0 10.8 15 13.76 255.2 84.77 4.31 2.48 42.53 28.266.0 15.83 11 20.16 360.12 116.47 4.23 2.4 60.02 38.82
125 x 75 2.0 6.15 27 7.84 172.53 78.56 4.69 3.17 27.6 20.953.0 9.14 18 11.64 251.74 113.68 4.65 3.13 40.28 30.324.0 12.06 14 15.36 326.47 146.21 4.61 3.09 52.24 38.996.0 17.71 9 22.56 463.18 203.99 4.53 3.01 74.11 54.4
150 x 50 3.0 9.14 18 11.6 311 54 5.18 2.15 41.5 21.64.0 12.06 14 15.3 404 68.5 5.14 2.11 53.8 27.46.0 17.71 9 22.56 574.03 93.15 5.04 2.03 76.54 37.26
150 x 100 3.0 11.49 15 14.64 473 253 5.69 4.16 63.1 50.74.0 15.2 11 19.36 617 329 5.65 4.12 82.3 65.76.0 22.42 7 28.56 885 466 5.57 4.04 118 93.3
200 x 50 2.0 7.72 22 9.84 447 49.4 6.74 2.24 44.7 19.743.0 11.49 15 14.64 656 70.6 6.69 2.2 65.62 28.254.0 15.2 11 19.36 856 89.8 6.65 2.15 85.61 35.926.0 22.42 7 28.56 1229 122.4 6.56 2.07 122.92 48.95
200 x 100 3.0 13.85 12 17.64 947 324 7.33 4.28 94.72 64.784.0 18.34 9 23.36 1240 421 7.29 4.24 124.03 84.156.0 27.13 6 34.56 1794 599 7.2 4.16 179.39 119.81
SIZE (DXB) THICKNESS(t) WEIGHT PIECES/M.T. SECT AREA MOMENT OF INERTIA RADIUS OF GYRATION SECTION MODULUS
mm in mm mm kg/m m/M.T. kg/m m/M.T. kg/m m/M.T.15 1/2" 2.00 21.3 0.95 1053 0.96 1042 1.04 96220 3/4" 2.35 26.9 1.41 709 1.42 704 1.53 65425 1" 2.65 33.7 2.01 498 2.03 493 2.19 45732 11/4" 2.65 42.4 2.58 388 2.61 383 2.82 35540 11/2" 2.90 48.3 3.25 308 3.29 304 3.55 28250 2" 2.90 60.3 4.11 243 4.18 239 4.51 22265 21/2" 3.25 76.2 5.8 172 5.92 169 6.39 15680 3" 3.25 88.9 6.81 147 6.98 143 7.54 133
100 4" 3.65 114.3 9.89 101 10.2 98 11.02 9115 1/2" 2.65 21.3 1.22 820 1.23 813 1.33 75220 3/4" 2.65 26.9 1.58 633 1.59 629 1.72 58125 1" 0.33 33.7 2.44 410 2.46 407 2.66 37632 11/4" 3.25 42.4 3.14 318 3.17 315 3.42 29240 11/2" 3.25 48.3 3.61 277 3.65 274 3.94 25450 2" 3.65 60.3 5.10 196 5.17 193.00 5.58 179.0065 21/2" 3.65 76.2 6.51 154 6.63 151 7.16 14080 3" 4.05 88.9 8.47 118 8.64 116 9.33 107
100 4" 4.50 114.3 12.10 83 12.40 81.00 13.39 75.00125 5" 4.85 139.7 16.2 62 16.7 60 18.04 55150 6" 4.85 165.1 19.2 52 19.8 51 21.38 47
15 1/2" 3.25 21.3 1.45 690 1.46 685 1.58 63320 3/4" 3.25 26.9 1.9 526 1.91 524 2.06 48525 1" 4.05 33.7 2.97 337 2.99 334 3.23 31032 11/2" 4.05 48.3 4.43 226 4.47 224 4.83 20740 11/2" 4.05 48.3 4.43 226 4.47 224 4.83 20750 2" 4.50 60.3 6.17 162 6.24 160 6.74 14865 21/2" 4.50 76.2 7.9 127 8.02 125 8.66 11580 3" 4.85 88.9 10.1 99 10.3 97 11.12 90
100 4" 5.40 114.3 14.4 69 14.7 68 15.88 63125 5" 5.40 139.7 17.8 56 18.3 55 19.76 51150 6" 5.40 165.1 21.2 47 21.8 46 23.54 42
200 8 5.20 219.1 27.71 36 28.56 35 30.84 32200 8 6.00 219.1 31.82 31 32.57 31 35.18 28250 10 6.00 267.0 39.09 26 40.01 25 43.23 23
COLD FORMED SECTIONS COLD FORMED SECTIONSC O N T I N U E DC O N T I N U E D
CHARACTERISTIC TOLERANCE
Outside Dimensions +- 1.5mm or 2% whichever is less
Deviation from straightness 0.17% of total length
Squareness of corners 90o +- 2o
Twist Not to exceed 2mm + 0.5mm per meter
Concavity / Convexity (i) For dimensions up to 50mm, 2% or 0.5mm whichever is less(ii) For dimensions up to 50mm, 1% or 1.5mm whichever is less
Outside bend radii for right angle bends 3t max
Length (6 meters) - exact - standard
-0 and +10mm-10mm and +100mm
Thickness +- 10%
TOLERANCES IN DIMENSIONS
SQUARE HOLLOW SECTIONS
CHARACTERISTIC TOLERANCE
Outside Dimensions +- 1.5mm or 2% whichever is less
Deviation from straightness 0.17% of total length
Squareness of corners 90o +- 2o
Twist Not to exceed 2mm + 0.5mm per meter
Concavity / Convexity (i) For dimensions up to 50mm, 2% or 0.5mm whichever is less(ii) For dimensions up to 50mm, 1% or 1.5mm whichever is less
Outside bend radii for right angle bends 3t max
Length (6 meters) - exact - standard
-0 and +10mm-10mm and +100mm
Thickness +- 10%
TOLERANCES IN DIMENSIONS
ROUND HOLLOW SECTIONS
mm mm kg/m cm2 1x(cm4) ly(cm4) 1x(cm4) ly(cm4) Zx(cm3) Zy(cm3)12 x 12 1.0 0.37 450 0.44 0.08 0.08 0.45 0.45 0.12 0.12
1.2 0.41 407 0.52 0.1 0.1 0.44 0.44 0.17 0.171.5 0.49 340 0.63 0.11 0.11 0.43 0.43 0.18 0.18
16 x 16 1.0 0.46 362 0.6 0.22 0.22 0.61 0.61 0.27 0.271.2 56.0 298 0.71 0.26 0.26 0.6 0.6 0.32 0.321.5 0.68 245 0.87 0.3 0.3 0.59 0.59 0.38 0.38
20 x 20 1.0 0.61 273 0.76 0.46 0.46 0.78 0.78 0.46 0.461.2 0.71 235 0.9 0.53 0.53 0.77 0.77 0.53 0.531.5 0.87 192 1.11 0.64 0.64 0.76 0.76 0.64 0.642.0 1.13 147 1.44 0.79 0.79 0.74 0.74 0.79 0.79
25 x 25 1.0 0.8 208 0.96 0.92 0.92 0.98 0.98 0.74 0.741.2 0.9 185 1.14 1.08 1.08 0.97 0.97 0.86 0.861.5 1.11 150 1.41 1.3 1.3 0.96 0.96 1.04 1.042.0 1.75 95 2.24 2.94 2.94 1.14 1.14 1.96 1.963.0 2.07 81 2.64 2.17 2.17 0.9 0.9 1.74 1.74
30 x 30 1.0 0.93 179 1.16 1.63 1.63 1.18 1.18 1.08 1.081.2 1.08 154 1.38 1.91 1.91 1.17 1.17 1.27 1.271.5 1.34 124 1.71 2.32 2.32 1.16 1.16 1.55 1.552.0 1.75 95 2.24 2.94 2.94 1.14 1.14 1.96 1.963.0 2.54 66 3.24 3.99 3.99 1.1 1.1 2.66 2.66
40 x 40 1.2 1.46 114 1.86 4.67 4.67 1.58 1.58 2.34 2.341.5 1.81 92 2.31 5.71 5.71 1.57 1.57 2.86 2.862.0 2.39 70 3.04 7.34 7.34 1.55 1.55 3.67 3.673.0 3.48 48 4.44 10.2 10.2 1.51 1.51 5.1 5.1
50 x 50 1.5 2.28 73 2.91 11.42 11.42 1.98 1.98 4.57 4.572.0 3.01 55 3.84 14.77 14.77 1.96 1.96 5.91 5.913.0 4.43 38 5.64 20.85 20.85 1.92 1.92 8.34 8.34
60 x 60 3.0 5.37 31 6.84 37.14 37.14 2.33 2.33 12.38 12.384.0 7.03 24 8.96 47.07 47.07 2.29 2.29 15.69 15.69
75 x 75 2.0 4.58 36 5.84 51.91 51.91 2.98 2.98 13.84 13.843.0 6.78 25 8.64 74.78 74.78 2.94 2.94 19.94 19.944.0 8.92 19 11.36 95.75 95.75 2.9 2.9 25.53 25.536.0 13.0 13 16.56 132.4 132.4 2.83 2.83 35.31 35.31
100 x 100 2.0 6.15 27 7.84 125.54 125.54 4 4 25.11 25.113.0 9.14 18 11.64 182.71 182.71 3.96 3.96 36.54 36.544.0 12.18 14 15.36 236.34 236.34 3.92 3.92 47.27 47.276.0 17.71 9 22.56 333.59 333.59 3.85 3.85 66.72 66.72
125 x 125 3.0 11.49 15 14.6 363 363 4.98 4.98 58.14 58.144.0 15.2 11 19.36 473 473 4.94 4.94 75.67 75.676.0 22.42 7 28.56 676 676 4.86 4.86 108.12 108.12
150 x 150 3.0 13.85 12 17.64 636 636 6 6 84.74 84.744.0 18.34 9 23.36 831 831 5.96 5.96 110.74 110.746.0 27.13 6 34.56 1196 1196 5.88 5.88 159.53 159.53
175 x 175 4.0 21.48 8 27.36 1334 1334 6.98 6.98 152.47 152.476.0 31.84 5 40.56 1933 1933 6.9 6.9 220.93 220.93
200 x 200 4.0 24.62 7 31.36 2009 2009 8 8 200.87 200.876.0 36.55 5 46.56 2923.35 2923.35 7.92 7.92 292.33 292.33
SIZE (DxB) SIZE (d)THICKNESS(t) THICKNESS(t)WEIGHT WEIGHTPIECES/M.T. PIECES/M.T.SECT AREA SECT AREAMOMENT OF INERTIA MOMENT OF INERTIARADIUS OF GYRATION RADIUS OF
GYRATIONSECTION MODULUS SECTION MODULUS
mm mm kg/m cm2 1(cm4) i(cm) z(cm3)16 1.0 0.37 451 0.47 0.13 0.53 0.17
1.2 0.44 379 0.56 0.15 0.52 0.191.5 0.54 309 0.68 0.18 0.52 0.23
19 1.0 0.44 379 0.57 0.23 0.64 0.241.2 0.53 315 0.67 0.27 0.63 0.281.5 0.65 256 0.82 0.32 0.62 0.33
20 1.0 0.50 333 0.60 0.27 0.67 0.271.2 0.59 283 0.71 0.31 0.67 0.311.5 0.75 222 0.87 0.38 0.66 0.38
22 1.0 0.52 322 0.66 0.36 0.74 0.331.2 0.62 269 0.78 0.43 0.74 0.391.5 0.76 220 0.97 0.51 0.73 0.46
25 1.0 0.59 282 0.75 0.54 0.85 0.441.2 0.70 237 0.90 0.64 0.84 0.511.5 0.87 192 1.11 0.77 0.83 0.61
32 1.2 0.91 183 1.16 1.38 1.09 0.861.5 1.13 148 1.44 1.68 1.08 1.05
33.5 1.2 0.96 174 1.22 1.59 1.14 0.951.5 1.18 141 1.51 1.93 1.13 1.15
38 1.2 1.12 149 1.39 2.35 1.3 1.241.5 1.38 121 1.72 2.87 1.29 1.51
42.25 1.2 1.21 137 1.55 3.26 1.45 1.541.5 1.54 108 1.92 3.99 1.44 1.892.0 1.90 87 2.53 5.13 1.42 2.43
45 1.2 1.30 129 1.65 3.96 1.55 1.761.5 1.61 104 2.05 4.85 1.54 2.162.0 2.12 79 2.70 6.26 1.52 2.78
48.25 1.2 1.39 120 1.77 4.91 1.66 2.041.5 1.73 96 2.20 6.02 1.65 2.52.0 2.28 73 2.91 7.78 1.64 3.23
51 1.5 1.87 89 2.33 7.15 1.75 2.82.0 2.42 69 3.08 9.25 1.73 3.63
60 1.5 2.16 77 2.76 11.8 2.07 3.932.0 2.86 58 3.64 15.34 20.5 5.112.5 3.54 47 4.52 18.7 2.03 6.23
76 2.0 3.75 44 4.65 31.85 2.62 8.382.5 4.53 37 5.77 39.02 2.6 10.27
89 2.0 4.29 39 5.47 51.74 3.08 11.632.5 5.37 31 6.79 63.59 3.06 14.29
COLD FORMED SECTIONS COLD FORMED SECTIONSC O N T I N U E D C O N T I N U E D
Steel Door Frame sections are cold formed using hot rolled steel strips, During roiling, care is taken to ensure dimensional uniformity, extremely smooth surface finish and accurately finished edges. The section, being of structural strength has pf late come to be a better alternative to timber door frames.
Timber Door Frame section have been having problems like deterioration due to weather, warping and difficult of installation, White Ants etc.
Steel Door Frame section can be used In any modern building, from apartments to educational Institutions, low cost housing to high rise office complexes.
STEEL DOOR FRAME SECTIONS
PROFILE SIZE(mm)
THICKNESS (mm)
WEIGHTKgs / Pc (6 M)
THICKNESS(mm)
WEIGHTKgs / Pc (6 M)
BOUTEILLEHS
94 x 33150 x 43 x 11
1212
12.8013.60
1.51.5
15.6018.00
PROFILE DIMENSIONS AND WEIGHT OF SECTIONS
PROFILE BOUTEILLE PROFILE HSPLAIN CHANNELS (COLD FORMED)
ZED PURLINS
SIZE(AxB)
THICK-NESS
(t)WEIGHT SECT
AREA
MOMENT OF INERTIADIMENSIONS RADIUS OF
GYRATIONSECTION
MODULUS
mm inch mm kg/m (cm2) mm mm mm (cm4) (cm4) (cm) (cm) (cm3) (cm3)
101.6 x 50.8 4” x 2” 2.0 3.64 4.63 101.6 50.8 12.60 70 .18 33.87 13.81 6.80 3.83 2.70
114.6 x 50.8 41/2 x 2” 2.0 3.85 4.90 114.6 50.8 22.20 98.24 33.87 17.19 6.80 4.47 2.62
127.0 x 50.8 5 “ x 2” 2.0 4.05 5.16 127.0 50.8 22.20 125.99 33.87 19.84 6.80 4.94 2.56
139.7 x 50.8 51/2”x 2” 2.0 4.24 5.40 139.7 50.8 22.20 157.80 33.87 22.60 6.80 5.40 2.50
152.4 x 50.8 6” x 2” 2.0 4 .44 5.66 152.2 50.8 22.20 194.14 33.87 25.47 6.80 5.85 244
177.8 x 50.8 7” x 2” 2.0 4.95 6.30 177.8 50.8 22.20 285.83 34.57 32.15 6.94 6.73 2.34
177.8 x 50.8 7” x 2” 2.5 6.15 7.84 177.8 50.8 22.20 350.49 41.58 39.42 8.39 6.68 2.30
A B C lx ly Zx Zy ix iy
MOMENT OF INERTIA RADIUS OF GYRATION PSECTION MODULUS
mm mm kg/m (cm2) (cm4) Iy(cm4) ix(cm) iy(cm) Zx(cm3) Zy(cm3) mm
50 x 501.5 2.03.0
1.88 2.323.62
2.392.96 4.61
11.2413.6920.23
6.62 8.16
12.36
4.435.407.97
2.02 2.503.85
2.17 2.152.10
1.67 1.661.64
17.8118.0318.69
65 x 50 2.03.0
2.463.60
3.144.59
23.6333.99
8.5412.41
7.2710.46
2.503.68
2.712.67
1.631.61
15.9116.28
75 x 50 2.0 3.0
2.62 3.84
3.344.89
32.6247.12
8.95 13.03
8.70 15.56
2.56 3.77
3.09 3.05
1.62 1.60
15.0415.04
100 x 50 2.0 3.0
3.13 4.91
3.996.25
65.55 98.93
10.36 15.94
12.90 19.69
2.79 4.34
3.05 3.94
1.611.59
13.6414.20
150 x 50 2.0 3.0
3.946.21
5.02 7.90
168.89260.08
11.69 18.02
22.1734 .14
2.934.95
5.80 5.73
1.52 1.51
11.0411.58
lx ly Zx Zy ix iy mm
SIZE(DxB)
THICKNESS (t)
WEIGHT SECT AREA
UNIVERSAL BEAMS
UNIVERSAL COLUMNS
SHEETS & PLATES
GALVANISED STEEL CONDUITS
SIZEin mm
THICKNESSin mm
WEIGHTin Kgs
2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)
0.50.60.70.81.01.21.5
11.714.016.318.723.428.035.0
2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)
1.21.52.02.52.83.04.04.56.0
28.035
47.058.565.570.093.7
105.0140.0
2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)
2.83.04.04.56.0
71.076.098.7
115.0150.0
2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2428 x 1219 (8’x4’)2438 x 1219 (8’x4’)2438 x 1219 (8’x4’)
0.40.50.60.81.01.21.52.03.0
9.311.714.018.723.428.035.047.070.0
C.R.C.A. SHEETS
HOT ROLLED PLATES
CHEQUERED PLATES
GALVANISED SHEETS
mm mm mm mm mm mm kg/m max20253250
19.724.631.649.5
20253250
1.61.61.61.6
13161824
15182026
0.750.911.161.88
5 x 103
5 x 103
5 x 103
5 x 103
NOMINALSIZE
WEIGHT RESISTANCEWALL
THICKNESSOUTSIDE DIAMETER LENGTH OF THREAD
MIN MIN OHMS/mMAX MAX
milimeters Mass kg/m mm mm Thickness(mm) Thickness (mm)
152 x 152 23.00 152.4 152.4 6.8 6.130.00 157.2 152.9 9.4 6.637.00 161.8 154.4 11.5 8.1
203 x 203 46.10 203.2 203.2 11.0 7.352.00 206.2 203.9 12.5 8.060.00 209.6 205.2 14.2 9.371.00 215.9 206.2 17.3 10.386.10 222.3 208.8 20.5 13.0
254 x 254 73.10 254.2 254.0 14.2 8.688.90 260.4 255.9 17.3 10.5
107.10 266.0 258.3 20.5 13.0132.00 276.4 261.0 25.1 15.6167.00 289.1 264.5 31.7 19.2
305 x 305 96.90 307.8 304.8 15.4 9.9117.90 314.5 306.8 18.7 11.9136.90 320.5 308.7 21.7 13.8158.10 327.2 310.6 25.0 15.7
NOMINAL SIZE
THEORETI-CAL HEIGHT WIDTH FLANGE WEB
milimeters Mass kg/m mm mm Thickness(mm) Thickness (mm)
203 x 133 25.10 203.2 133.4 7.8 5.830.00 206.8 133.8 9.6 6.3
254 x 146 31.10 251.5 146.1 8.6 6.137.00 256.0 146.4 10.9 6.443.00 259.6 147.3 12.7 7.3
305 x 102 24.80 304.8 101.6 6.8 5.828.20 308.9 101.9 8.9 6.132.80 312.7 102.4 10.8 6.640.30 303.8 165.1 10.2 6.146.13 307.1 165.7 11.8 6.754.00 310.9 166.8 13.7 7.7
356 x 171 45.00 352.0 171.0 9.7 6.951.00 355.6 171.5 11.5 7.357.00 358.6 172.1 13.0 8.067.10 364.0 173.2 15.7 9.1
406 x 140 39.00 397.3 141.8 8.6 6.346.30 402.3 142.4 11.2 6.954.10 402.6 177.6 10.9 7.660.10 406.4 177.8 12.8 7.867.10 409.4 178.8 14.3 8.874.20 412.8 179.7 16.0 9.7
457 x 191 67.10 453.6 189.9 12.7 8.574.30 457.2 190.5 14.5 9.182.00 460.2 191.3 16.0 9.989.30 463.6 192.0 19.6 11.498.30 467.4 192.8 19.6 11.4
533 x 210 82.20 528.3 208.7 13.2 9.692.10 533.1 209.3 15.6 10.2
101.00 536.7 210.1 17.4 10.9109.00 539.5 210.7 18.8 11.6122.00 544.6 211.9 21.3 12.8
FLAT BARS
I.P.E SECTIONS
I.P.E AA SECTIONS
CHANNELS
NOMINAL SIZE
THEORETICAL HEIGHT WIDTH FLANGE WEB
milimeters Mass kg/m mm mm Thickness(mm) Thickness (mm)
100 x 55 6.72 97.6 55.0 4.5 3.6120 x 64 8.36 117.0 64.0 4.8 3.8135 x74 6.98 135.0 74.0 3.2 2.9140 x 73 10.05 136.6 73.0 5.2 3.8160 x 82 12.31 156.4 82.0 5.6 4.0180 x 91 14.90 176.4 91.0 6.2 4.3
200 x 100 17.95 196.4 100.0 6.7 4.5
NOMINAL SIZE
THEORETICAL HEIGHT WIDTH FLANGE WEB
milimeters Mass kg/m mm mm Thickness(mm) Thickness (mm)
100 x 55 8.10 100.0 55.0 5.7 4.1120 x 64 10.40 120.0 64.0 6.3 4.4140 x 73 12.90 140.0 73.0 6.9 4.7160 x 82 15.80 160.0 82.0 7.4 5.0180 x 91 18.80 180.0 91.0 8.0 5.3
200 x 100 22.40 200.0 100.0 8.5 5.6
NOMINAL SIZE
THEORETICAL HEIGHT WIDTH FLANGE WEB
milimeters Mass kg/m mm mm Thickness(mm) Thickness (mm)
57 x 51 6.84 57.2 50.8 6.1 6.176 x 38 6.70 76.2 38.1 6.8 5.1
100 x 50 10.60 100.0 50.0 8.5 6.0120 x 55 13.40 120.0 55.0 9.0 7.0127 x 64 14.90 127.0 63.5 9.2 6.4140 x 60 16.00 140.0 60.0 10.0 7.0152 x 76 17.90 152.4 76.2 9.0 6.4160 x 65 18.80 160.0 65.0 10.5 7.5178 x 54 14.51 177.8 54.0 8.3 5.8178 x 76 20.84 177.8 76.2 10.3 6.6180 x 70 22.00 180.0 70.0 11.0 8.0200 x 75 23.30 200.0 75.0 11.5 8.5200 x 80 29.40 220.0 80.0 12.5 9.0229 x 76 26.10 229.0 76.0 11.2 7.6254 x 76 28.27 254.0 76.0 10.9 8.1254 x 89 35.70 254.0 89.0 13.6 9.1260 x 90 37.90 260.0 90.0 14.0 10.0
300 x 100 46.20 300.0 100.0 16.0 10.0305 x 89 41.80 305.0 89.0 13.7 10.2
381 x 102 55.05 381.0 101.6 16.3 10.4
Dimension Weight 6mlength in Kg
20 x 3mm 2.82
20 x 4mm 3.76
20 x 6mm 5.64
20 x 8mm 7.56
20 x 10mm 9.42
25 x 4mm 4.71
25 x 6mm 7.08
25 x 8mm 9.42
25 x 10mm 11.76
25 x 12mm 14.16
30 x 4mm 5.65
30 x 6mm 8.46
30 x 8mm 11.28
30 x 10mm 14.16
30 x 12mm 16.98
40 x 4mm 7.53
40 x 6mm 11.28
40 x 8mm 15.06
40 x 10mm 18.84
40 x 12mm 22.62
40 x 16mm 30.12
40 x 20mm 37.68
40 x 25mm 47.1
50 x 4mm 9.42
50 x 6mm 14.16
50 x 8mm 18.84
50 x 10mm 23.58
50 x 12mm 28.26
50 x 16mm 37.68
50 x 20mm 47.1
50 x 25mm 58.86
60 x 6mm 16.98
60 x 8mm 22.62
60 x 10mm 28
60 x 12mm 26.26
60 x 16mm 45.24
60 x 20mm 56.52
60 x 30mm 84.78
110 x 6mm 31.08
110 x 8mm 41.46
110 x 10mm 51.84
110 x 12mm 62.16
130 x 8mm 48.96
130 x 10mm 61.26
130 x 12mm 73.5
130 x 16mm 97.98
130 x 20mm 122.46
130 x 25mm 153.06
Dimension Weight 6mlength in Kg
150 x 8mm 56.52
150 x 10mm 70.68
150 x 12mm 84.78
150 x 16mm 113.04
150 x 20mm 141.3
150 x 25mm 176.64
150 x 30mm 211.98
180 x 10mm 84.78
180 x 12mm 101.76
180 x 16mm 135.66
180 x 20mm 169.56
180 x 25mm 211.98
65 x 8mm 24.48
65 x 9mm 27.54
65 x 10mm 30.6
65 x 12mm 36.72
70 x 6mm 19.8
70 x 8mm 26.4
70 x 10mm 33.0
70 x 12mm 39.54
70 x 16mm 52.74
70 x 20mm 65.94
75 x 6mm 21.18
75 x 9mm 31.8
75 x 12mm 42.42
80 x 6mm 22.62
80 x 8mm 30.12
80 x 10mm 37.68
80 x 12mm 45.24
80 x 16mm 60.3
80 x 20mm 75.63
80 x 25mm 94.2
80 x 30mm 113.04
80 x 40mm 150.72
90 x 6mm 25.44
90 x 8mm 33.9
90 x 10mm 42.42
90 x 12mm 50.88
90 x 16mm
90 x 20mm 84.78
90 x 25mm 105.96
100 x 6mm 28.26
100 x 8mm 37.68
100 x 10mm 47.1
100 x 12mm 56.52
100 x 16mm 75.36
100 x 20mm 94.2
100 x 25mm 117.78
Dimension Weight 6mlength in Kg
100 x 30mm 141.3
100 x 40mm 188.4
100 x 50mm 235.5
200 x 10mm 94.2
200 x 12mm 113.04
200 x 16mm 150.72
200 x 20mm 188.4
200 x 25mm 235.5
250 x 10mm 117.6
250 x 12mm 141.6
250 x 16mm 188.4
250 x 20mm 235.5
250 x 25mm 294.36
250 x 30mm 353.28
300 x 10mm 141.6
300 x 12mm 169.8
300 x 16mm 226.2
300 x 20mm 282.6
300 x 25mm 353.4
300 x 30mm 423.6
300 x 35mm 494.4
300 x 40mm 565.2
MS ANGLES
MS ZED SECTIONS
AS ROLLED/ FORGED
SHAFTING
MS TEE SECTIONS
Dimension Weight 6mlength in Kg
20 x 20 x 3mm 5.2825 x 25 x 2mm 4.62
25 x 25 x 2.5mm 5.7025 x 25 x 3mm 6.6625 x 25 x 4mm 8.7625 x 25 x 6mm 13.3230 x 30 x 2mm 5.7030 x 30 x 3mm 8.1630 x 30 x 4mm 10.6830 x 30 x 5mm 13.0830 x 30 x 6mm 16.3240 x 40 x 2mm 7.74
40 x 40 x 2.5mm 9.4840 x 40 x 3mm 11.2240 x 40 x 4mm 14.5240 x 40 x 6mm 21.1245 x 45 x 3mm 12.7845 x 45 x 4mm 16.4445 x 45 x 5mm 20.2850 x 50 x 3mm 14.2250 x 50 x 4mm 18.3650 x 50 x 5mm 22.6250 x 50 x 6mm 26.8250 x 50 x 8mm 34.9260 x 60 x 4mm 22.260 x 60 x 5mm 27.4260 x 60 x 6mm 32.5260 x 60 x 8mm 42.54
60 x 60 x 10mm 52.14
SIZE mm Kg/m
5/8” 1.63/4” 2.21" 4.0
1 1/8” 51 1/4" 4.61 1/2" 9.01 3/4" 12.2
2" 15.92 1/4" 24.92 1/2" 29.52 3/4" 30
3" 35.83 1/2" 48.7
4" 63.85” 99.56" 143.2
Dimension Weight 6mlength in Kg
20 x 20 x 3mm 6.5025 x 25 x 3mm 11.1
Dimension Weight 6mlength in Kg
70 x 70 x 6mm 38.2870 x 70 x 8mm 50.16
70 x 70 x 10mm 61.6280 x 80 x 6mm 44.0480 x 80 x 8mm 57.78
80 x 80 x 10mm 71.1690 x 90 x 6mm 49.890 x 90 x 8mm 65.4
90 x 90 x 10mm 80.790 x 90 x 12mm 95.58
100 x 100 x 8mm 73.08100 x 100 x 10mm 90.24100 x 100 x 12mm 106.98100 x 100 x 15mm 131.46120 x 120 x 8mm 88.26
120 x 120 x 10mm 109.2120 x 120 x 12mm 129.72120 x 120 x 15mm 159.84150 x 150 x 10mm 137.88150 x 150 x 12mm 164.1150 x 150 x 15mm 202.62150 x 150 x 18mm 240.36200 x 200 x 16mm 291200 x 200 x 18mm 325.2200 x 200 x 20mm 359.4
Dimension Weight 6mlength in Kg
20 x 20 x 3mm 5.2025 x 25 x 3mm 6.66
STD STOCK SIZES
We also stock stainless steel shafting of 8mm, 10mm and 12mm.
TWISTED BARS AND DEFORMED BARS SPECIFICATIONS
PROFILE DIMENSIONS AND WEIGHT OF SECTIONS
CHEMICAL COMPOSITION
TWISTED BARSBars to Grade 460 or to KEBS Standard
DEFORMED BARSBars of TMX brand to Grade 500
TOLERANCESThe permissible deviation from nominal mass per meter shall be not more than +/- 4.5% on nominal diameters greater than 8mm, and +/- 6.0% on nominal diameters less than or equal to 8 mm.
LENGTHThe nominal length of steel bars is 12 meters.
The permissible deviation from the nominal length shall be +100/-0mm; other tolerances may be agreed at the time of enquiry and order.
Nominal Diameter
mm
Cross Sectional Area
mm
Mass Per Metrekg
Minimum Mass Per Meter
Maximum Mass Per Meter
6 28.3 0.222 0.20868 0.23532
8 50.3 0.395 0.3713 0.4187
10 78.5 0.617 0.59232 0.64168
12 113 0.888 0.85248 0.92352
16 201 1.58 1.5168 1.6432
20 314 2.47 2.3712 2.5688
25 491 3.85 3.696 4.004
32 804 6.31 6.0576 6.5624
S. No. Properties Characteristic Value Typical Values
1 Yeild Strength, Mpa 460 460 - 4802 Stress Ratio (TS/YS) 1.13 1.15 - 1.303 A5 Elongation, % (L=5Dn) 12 14 - 20
S. No. Properties Characteristic Value Typical Values
1 Yeild Strength, Mpa 500 520 - 6252 Stress Ratio (TS/YS) 1.13 1.15 - 1.303 A5 Elongation, % (L=5Dn) 16 18 - 25
Element Element ContentMaximum %
Carbon 0.28Maganese 1.6Sulphur 0.05Phosphorous 0.05Silicon 0.35Chromium 0.5Magnese plus Chromium 1.6
HEAD OFFICEFUNZI ROAD, OFF ENTERPRISE ROAD, INDUSTRIAL AREA, NAIROBIP O BOX 18441 - 00500TEL +254 20 350101/2, 558004, 651107/8 FAX +254 20 553097, 559393MOBILE 0733 640 150 OR 0722 828 850EMAIL [email protected]
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