Mild Steel Chanell

Normal 0 false false false EN-US X-NONE X-NONE MicrosoftInternetExplorer4 /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Table Normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0in 5.4pt 0in 5.4pt; mso-para-margin:0in; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:"Times New Roman"; mso-fareast-theme-font:minor-fareast; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} Normal 0 false false false EN-US X-NONE X-NONE MicrosoftInternetExplorer4 /* Style Definitions */ table.MsoNormalTable {mso-style-name:"Table Normal"; mso-tstyle-rowband-size:0; mso-tstyle-colband-size:0; mso-style-noshow:yes; mso-style-priority:99; mso-style-qformat:yes; mso-style-parent:""; mso-padding-alt:0in 5.4pt 0in 5.4pt; mso-para-margin:0in; mso-para-margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:11.0pt; font-family:"Calibri","sans-serif"; mso-ascii-font-family:Calibri; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:"Times New Roman"; mso-fareast-theme-font:minor-fareast; mso-hansi-font-family:Calibri; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} We offer our clients a broad assortment of Mild Steel Channel. This Mild Steel Channel is manufactured with high grade mild steel in complete compliance with the defined industry standards. It is widely used as a structural support in construction work. Mild Steel Channel is very hard-wearing and is available in different sizes and shapes. Our quality controllers also examine this on defined industry standards to eliminate all the flaws.   H-Beam Section (with relevent inch sizexlbs/ft) Designation (with BS41:1993 (AST MA6/BIS: 12778 applicable specn) Sectional wt. (in kg/m) Beam depth (H) in mm Flange width (W) in mm Web Thk.(tw) i n mm Flange tank (tf) in mm Fillet radius in mm Sectional Area (A) in cm2 Geo. Moment of Inertia Radius of Gyration Modulus sectin ly lx ry rx zy zx ISMC 100x50 9.56 100 50 5 7.7 9 12.2 26.7 192 1.48 3.97 7.71 ISMC 125x65 13.1 125 65 5.3 8.2 9.5 16.7 61.1 425 1.91 5.05 13.4 68.1 ISMC 150x75 16.8 150 75 5.7 9 10 21.3 103 788 2.2 6.08 19.5 105 ISMC 175x75 19.6 175 75 6 10.2 10.5 24.9 122 1240 2.21 7.04 23 141 ISMC 200x75 22.3 200 75 6.2 11.4 11 28.5 141 1830 2.22 8.02 26.4 181 ISMC 250x80 30.6 250 80 7.2 14.1 12 39 211 3880 2.37 9.92 38.5 307 ISMC 250x82 34.2 250 82 9 14.1 12 43.5 244 4080 2.37 9.68 40.9 326 ISMC 300x90 36.3 300 90 7.8 13.6 13 46.5 313 6420 2.6 11.8 47.1 428 ISMC 400x100 50.1 400 100 8.8 15.3 15 63.8 508 15200 2.82 15.4 67 760 DescriptionBeams SectionalWeight TotalDepth FlangeWidth Thicknessof Web Thicknessof Flange Rootradius Area ofsection Moment of Inertia SectionalModulus Radius ofgyration w H B Tw Tf r A X Axis Y Axis X Axis Y Axis X Axis Y Axis Kg/m mm mm mm mm mm Cm2 Ixx Iyy Zxx Zyy rxx ryy cm4 cm4 cm3 cm3 cm cm PARALLEL FLANGE BEAMS UB 203X133X 25 25.1 203.2 133.2 5.7 7.8 7.6 31.97 2340 307.6 230.3 46.2 8.56 3.1 UB 203X133X 30 30 206.8 133.9 6.4 9.6 7.6 38.21 2896 384.7 280 57.5 8.71 3.17 UB 254x146x31 31.1 251.4 146.1 6 8.6 7.6 39.68 4413 447.5 351.1 61.3 10.55 3.36 UB 254x146x37 37 256 146.4 6.3 10.9 7.6 47.17 5537 570.6 432.6 78 10.83 3.48 UB 254x146x43 43 259.6 147.3 7.2 12.7 7.6 54.77 6544 677.4 504.1 92 10.93 3.52 UB 305 x 165 x 40 40.3 303.4 165 6 10.2 8.9 51.32 8503 764.4 560.5 92.6 12.87 3.86 UB 305 x 165 x 46 46.1 306.6 165.7 6.7 11.8 8.9 58.75 9899 895.7 645.7 108 12.98 3.9 UB 305 x 165 x 54 54 310.4 166.9 7.9 13.7 8.9 68.77 11700 1063 753.6 127 13.04 3.93 UB 356 x 171 x 45 45 351.4 171.1 7 9.7 10.2 57.33 12070 811.1 686.7 94.81 14.51 3.76 UB 356 x 171 x 51 51 355 171.5 7.4 11.5 10.2 64.91 14140 968.3 796.4 112.9 14.76 3.86 UB 356 x 171 x 57 57 358 172.2 8.1 13 10.2 72.56 16040 1108 896 128.7 14.87 3.91 UB 356 x 171 x 67 67.1 363.4 173.2 9.1 15.7 10.2 85.49 19460 1362 1071 157.3 15.09 3.99 UB 406 x 178 x 54 54.1 402.6 177.7 7.7 10.9 10.2 68.95 18720 1021 930 115 16.48 3.85 UB 406 x 178 x 60 60.1 406.4 177.9 7.9 12.8 10.2 76.52 21600 1203 1063 135 16.8 3.97 UB 406 x 178 x 67 67.1 409.4 178.8 8.8 14.3 10.2 85.54 24330 1365 1189 153 16.87 3.99 UB 406 x 178 x 74 74.2 412.8 179.5 9.5 16 10.2 94.51 27310 1545 1323 172 17 4.04 IPEA 400/ NPB 400 x 180 x 57.4 57.4 397 180 7 12 21 73.1 20293 1170.6 1022.3 130.1 16.66 4 IPE 400/ NPB 400 x 180 x 66.3 66.3 400 180 8.6 13.5 21 84.5 23128 1317.8 1156.4 146.4 16.55 3.95 IPEO 400/ NPB 400 x 180 x 75.7 75.7 404 182 9.7 15.5 21 96.5 26747 1564.2 1324.1 171.9 16.66 4.03 UB 457 x 191 x 67 67.1 453.4 189.9 8.5 12.7 10.2 85.51 29380 1452 1296 152.9 18.54 4.12 UB 457 x 191 x 74 74.3 457 190.4 9 14.5 10.2 94.63 33320 1671 1458 175.5 18.76 4.2 UB 457 x 191 x 82 82 460 191.3 9.9 16 10.2 104.5 37050 1871 1611 195.6 18.83 4.23 UB 457 x 191 x 89 89.3 463.4 191.9 10.5 17.7 10.2 113.8 41020 2089 1770 217.8 18.99 4.29 UB 457 x 191 x 98 98.3 467.2 192.8 11.4 19.6 10.2 125.3 45730 2347 1957 243.5 19.11 4.33 IPEA 450/ NPB 450 x 190 x 67.2 67.2 447 190 7.6 13.1 21 85.5 29759 1502.4 1331.5 158.1 18.65 4.19 IPE 450/ NPB 450 x 190 x 77.6 77.6 450 190 9.4 14.6 21 98.8 33743 1675.9 1499.7 176.4 18.48 4.12 IPEO 450/ NPB 450 x 190 x 92.4 92.4 456 192 11 17.6 21 117.7 40923 2085.4 17949.9 217.2 1865 4.21 Description Beams Sectional Weight Total Depth Flange Width Thickness of Web Thickness of Flange Root radius Area of section Moment of Inertia Sectional Modulus Radius of gyration Remarks w H B Tw Tf r A X Axis Y Axis X Axis Y Axis X Axis Y Axis Kg/m mm mm mm mm mm Cm2 Ixx Iyy Zxx Zyy rxx ryy cm4 cm4 cm3 cm3 cm cm PARALLEL FLANGE BEAMS/Contd IPEA 500/NPB 500 x 200 x 79.4 79.4 497 200 8.4 14.5 21 101.3 42933 1939.2 1727.7 193.9 20.61 4.38 IPE 500/NPB 500 x 200 x 90.7 90.7 500 200 10.2 16 21 115.5 48199 2141.7 1927.9 241.2 20.43 4.31 IPEO 500/NPB 500 x 200 x 107.3 107.3 506 202 12 19 21 136.7 57777 2621.7 2283.7 259.5 20.56 4.38 UB 533 x 210 x 82 82.2 528.3 208.8 9.6 13.2 12.7 104.7 47540 2007 1800 192.3 21.31 4.38 UB 533 x 210 x 92 92.1 533.1 209.3 10.1 15.6 12.7 117.4 55230 2389 2072 228.3 21.69 4.51 UB 533 x 210 x 101 101 536.7 210 10.8 17.4 12.7 128.7 61520 2692 2292 256.4 21.87 4.57 UB 533 x 210 x 109 109 539.5 210.8 11.6 18.8 12.7 138.9 66820 2943 2477 279.2 21.94 4.6 UB 533 x 210 x 122 122 544.5 211.9 12.7 21.3 12.7 155.4 76040 3388 2793 319.7 22.12 4.67 UB 610 x 229 x 101 101.2 602.6 227.6 10.5 14.8 12.7 128.9 75780 2915 2515 256 24.24 4.57 UB 610 x 229 x 113 113.0 607.6 228.2 11.1 17.3 12.7 143.9 87320 3434 2874 301 24.63 4.88 UB 610 x 229 x 125.1 125.1 612.2 229 11.9 19.6 12.7 159.3 98610 3932 3221 343 24.88 4.97 UB 610 x 229 x 139.9 139.9 617.2 230.2 13.1 22.1 12.7 178.2 111800 4505 3622 391 25.05 5.03 IPEA 600/ NPB 600 x 220 x 107.6 107.6 597 220 9.8 17.5 24 137 82919 3116.3 2777.8 283.3 24.6 4.77 IPE 600/ NPB 600 x 220 x 122.4 122.4 600 220 12 19 24 156 92083 3387.3 3069.4 307.9 24.3 4.66 IPEO 600/ NPB 600 x 220 x 154.5 154.4 610 224 15 24 24 196.8 118302 4520.8 3678.8 403.6 24.52 4.79 HEAA 600/ WPB 600 x 300 x 128.8 128.8 571 300 12 15.5 27 164.1 91872 6993.4 3217.9 466.2 23.66 6.53 HEA 600/ WPB 600 x 300 x 177.8 177.8 590 300 13 25 27 226.5 141208 11271.3 4786.7 751.4 24.97 7.05 HEB 600/ WPB 600 x 300 x 211.9 211.9 600 300 15.5 30 27 270 171041 13530.2 5701.4 902 25.17 7.08 HEM 600/ WPB 600 x 300 x 285 285 620 305 21 40 27 363.7 237447 18975.5 7659.6 1244.3 25.65 7.22 HEAA 700/ WPB 700 x 300 x 149.9 149.9 670 300 13 17 27 190.9 142721 7673.1 4260.3 511.5 27.34 6.34 HEA 700/ WPB 700 x 300 x 204.5 204.5 690 300 14.5 27 27 260.5 215301 12178.8 6240.6 811.9 28.75 6.65 HEB 700/ WPB 700 x 300 x 240.5 240.5 700 300 17 32 27 306.4 256888 14440.8 7339.7 952.7 28.96 6.68 HEM 700/ WPB 700 x 300 x 300.7 300.7 716 304 21 40 27 383 329278 18797.4 9197.7 1236.7 29.32 7.01 HEAA 800/ WPB 800 x 300 x 172 172 770 300 14 18 30 218.5 208900 8134 5426 542.2 30.92 6.1 On the anvil/Subject prior agreement HEA 800/ WPB 800 x 300 x 224 224 790 300 15 28 30 285.8 303400 12640 7682 842.6 32.58 6.65 HEB 800/ WPB 800 x 300 x 262 262 800 300 17.5 33 30 334.2 359100 14900 8977 993.6 32.78 6.68 HEM 800/ WPB 800 x 300 x 317 317 814 303 21 40 30 404.3 442600 18630 10870 1230 33.09 6.79 On the anvil/Subject prior agreement HEAA 900/ WPB 900 x 300 x 198 198 870 300 15 20 30 252.2 301100 9041 6923 602.8 34.55 5.99 On the anvil/Subject prior agreement HEA 900/ WPB 900 x 300 x 252 252 890 300 16 30 30 320.5 422100 13550 9485 903.2 36.29 6.5 On the anvil/Subject prior agreement HEB 900/ WPB 900 x 300 x 291 291 900 300 18.5 35 30 371.3 494100 15820 10980 1054 36.48 6.53 On the anvil/Subject prior agreement HEM 900/ WPB 900 x 300 x 333 333 910 302 27 40 30 423.6 570400 18450 12540 1222 36.7 6.6 On the anvil/Subject prior agreement Description Beams Sectional Weight Total Depth Flange Width Thickness of Web Thickness of Flange Root radius Area of section Moment of Inertia Sectional Modulus Radius of gyration Remarks w H B Tw Tf r A X Axis Y Axis X Axis Y Axis X Axis Y Axis Kg/m mm mm mm mm mm Cm2 Ixx Iyy Zxx Zyy rxx ryy cm4 cm4 cm3 cm3 cm cm PARALLEL FLANGE COLUMNS UC 152x152x23 23 152.4 152.2 5.8 6.8 7.6 29.25 1250 399.9 164 52.55 6.54 3.7 Equivalent to WPB 150 x 150 x 23 UC 152x152x30 30 157.6 152.9 6.5 9.4 7.6 38.26 1748 560.5 221.8 73.31 6.76 3.83 Equivalent to WPB 150 x 150 x 30 UC 152x152x37 37 161.8 154.4 8 11.5 7.6 47.11 2210 706.2 273.2 91.48 6.85 3.87 Equivalent to WPB 150 x 150 x 37 UC 203 x 203 X 46 46.1 203.2 203.6 7.2 11 10.2 58.73 4568 1548 449.6 152.1 8.82 5.13 UC 203 x 203 X 52 52 206.2 204.3 7.9 12.5 10.2 66.28 5259 1778 510.1 174 8.91 5.18 UC 203 x 203 X 60 60 209.6 205.8 9.4 14.2 10.2 76.27 6125 2065 584.4 200.6 8.96 5.2 UC 203 x 203 X 71 71 215.8 206.4 10 17.3 10.2 90.43 7618 2537 706 245.9 9.18 5.3 UC 203 x 203 X 86 86.1 222.2 209.1 12.7 20.5 10.2 109.6 9449 3127 850.5 299.1 9.28 5.34 UC 254 X 254 X 73 73.1 254.1 254.6 8.6 14.2 12.7 93.1 11420 3908 897.9 307 11.07 6.48 UC 254 X 254 X 89 88.9 260.3 256.3 10.3 17.3 12.7 113.3 14270 4857 1096 379 11.22 6.55 UC 254 X 254 X 107 107.1 266.7 258.8 12.8 20.5 12.7 136.4 17510 5928 1313 458.1 11.33 6.59 UC 254 X 254 X 132 132 276.3 261.3 15.3 25.3 12.7 138.1 22530 7531 1631 576.4 11.58 6.69 UC 254 X 254 X 167 167.1 289.1 265.2 19.2 31.7 12.7 212.9 30000 9870 2075 744.3 11.87 6.81 UC 305 x 305 x 97 96.9 307.9 305.3 9.9 15.4 15.2 123.4 22250 7308 1445 478.7 13.42 7.69 UC 305 x 305 x 118 117.9 314.5 307.4 12 18.7 15.2 150.2 27670 9059 1760 589.4 13.57 7.77 UC 305 x 305 x 137 136.9 320.5 309.2 13.8 21.7 15.2 174.4 32810 10700 2048 692.2 13.72 7.83 UC 305 x 305 x 158 158.1 327.1 311.2 15.8 25 15.2 203.4 38750 12570 2369 807.8 13.87 7.9 UC 305 x 305 x 198 198.1 339.9 314.5 19.1 31.4 15.2 252.4 50900 16300 2995 1037 14.2 8.04 UC 305 x 305 x 240 240 352.5 318.4 23 37.7 15.2 305.8 64200 20310 3643 1276 14.49 8.15 UC 305 x 305 x 283 282.9 365.3 322.2 26.8 44.1 15.2 360.4 78870 24630 4318 1529 14.79 8.27 Description Beams Sectional Weight Total Depth Flange Width Thickness of Web Thickness of Flange CYY* Area of section Moment of Inertia Sectional Modulus Radius of gyration X Axis Y Axis X Axis Y Axis X Axis Y Axis w D B T T A Ixx Iyy Zxx Zyy rxx ryy Kg/m mm mm mm mm mm Cm2 cm4 cm4 cm3 cm3 cm cm INDIAN CHANNELS ISMC 250 x 80 30.6 250 80 7.2 14.1 2.3 39 3880 211 307 38.5 9.92 2.37 ISMC 250 x 82 34.2 250 82 9 14.1 2.23 43.5 4080 244 326 40.9 9.68 2.37 ISMC 300 x 90 36.3 300 90 7.8 13.6 2.35 46.3 6420 313 428 47.1 11.8 2.6 ISMC 400 x 100 50.1 400 100 8.8 15.3 2.42 63.8 15200 508 760 67 15.4 2.82 *Cyy is centre of gravity along YY Axis Indian Crane Rail Sections Sectional Weight (Kg/m) CR-80 64.2 As per IS : 3443 -1980, SPECIFICATION FOR CRANE RAIL SECTIONS CR-100 89 Track Rails Sectional Weight (Kg/m) UIC54 (On the anvil/Subject to prior agreement) 54.43 As per UIC-860-O UIC60 60.34 IRS -52 52 As per IRS -T-12-96 Delivery Conditions for Beams/ Columns/ Channels and Rails For Structurals For Rails Length For prime 10 - 13 meter (-0/+100mm) 13 meter Length, tolerance as norm For non-prime 10 - 13 meter (-0/+100mm) For short length As per lot information Dimensional norms : (for prime & short-length material only) For UB/UC sections As per BS4-1:1993 For IPE/NPB sections As per IS:12778/ equivalance with EN-19-57 As per UIC/ EN/ IRS as applicable As per IS:12778/ equivalance with EN-53-62 Surface Condition For prime Blue or with slight atmospheric rust For non-prime / short length Superficial rust to slight rusted material to be acceptable Packing Bare, Loose and / or in bundles of max 5 MT each Bare,Loose and / or in bundles of max 5 MT each Marking For prime Size length / grade / Heat No., order No., Desired shipping marks As per norms For non-prime / short length As per mutual agreement Minimum Order Qty. For domestic sales : 5 MT per size per length and 22 MT in total. (In case of lesser order quantitiy, freight for full trailor/truck to buyers account) As per mutual agreement For exports : 30 MT per size per length per grade for grades S275JR/equivalent and lower; Total order quantity : Min 500MT 50 MT per size per length and 100 MT per grade for grades S355JR/equivalent and higher; Total order quantity : Min 500 MT Invoicing For domestic sales : On actual weight basis or as per mutual agreement For domestic sales : On actual weight basis For exports : On theoretical weight basis on nominal size & length For exports : On theoretical weight basis