Hbem

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:10.0pt; font-family:"Calibri","sans-serif";} 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;} With the assistance of our professionals, we offer a wide range of H Beam. H Beam is highly recommended in various industrial purposes and is widely known for its ability to withstand in heavy constructions and high rise. This is procured from the certified vendors, who make use of high grade basic material as per the defined industry standards. It is widely appreciated for its features like resistance to rust, resistance to wear and tear and high level of tolerance. Parallel Flange Beams (Range - UB 203 mm to UB 600 mm)Parallel Flange Beams from Jindal Steel & Power along-with Comparable Sections of I-Beams Sectional Properties H-Beam section (with relevent inch sizexlbs/ft) Designation (With BS41:1993/ASTM A6/BIS:12778 applicable specn) Sectional Wt. (in kg/m) Beam Depth (H) in mm Flange Width (W) in mm Web Thk. (Tw) in mm Flange Thk. (tf) in mm Fillet Radius in mm Sectional Area (A) in cm2 Geo. Moment of Inertia Radius of Gyration Modulus of section BEAM-200x150 200x1000x5.7 ISMB-200 25.4 200 100 5.7 10 11/5.5 137 2120 2.11 8.29 27.4 212 203.2x133.2x25.1 UB203 25.1 203.2 133.2 5.7 7.8 7.6 31.97 307.6 2340 3.1 8.56 46.19 230.3 206.8x133.9x30.0 UB203 30.0 206.8 133.9 6.4 9.6 7.6 38.21 384.7 2896 3.17 8.71 57.45 280 BEAM-250x150 250x125x6.9 ISMB-250 37.3 250 125 6.9 12.5 13/.65 335 5130 2.65 10.4 53.5 410 251.4x146.1x31.1 UB 254 31.1 251.4 146.1 6 8.6 7.6 39.68 447.5 4413 3.36 10.55 61.26 351.1 256x146.4x37.0 UB 254 37.0 256 146.4 6.3 10.9 7.6 47.17 570.6 5537 3.48 10.83 77.96 432.6 259.6x147.3x43.0 UB 254 43.0 259.6 147.3 7.2 12.7 7.6 54.77 677.4 6544 3.52 10.93 91.97 504.1 BEAM-300x150 300x140x7.7 ISMB-300 46.0 300 140 7.7 13.1 14/7 486 8990 2.86 12.4 69.5 599 303.4x165x40.3 UB-305 40.3 303.4 165 6 10.2 8.9 51.32 764.4 8503 3.86 12.87 92.65 560.5 306.6x165.7x46.1 UB 305 46.1 306.6 165.7 6.7 11.8 8.9 58.75 895.7 9899 3.9 12.98 108.1 645.7 310.4x166.9x54.0 UB 305 54.0 310.4 166.9 7.9 13.7 8.9 68.77 1063 11700 3.93 13.04 127.4 753.6 BEAM-350x170 350x140x8.1 ISMB-350 52.4 350 140 8.1 14.2 14/7 538 13600 2.84 14.3 76.8 779 351.4x171.1x45 UB 356 45.0 351.4 171.1 7 9.7 10.2 57.33 811.1 12070 3.76 14.51 94.81 686.7 355x171.5x51.0 UB 356 51.0 355 171.5 7.4 11.5 10.2 64.91 968.3 14140 3.86 14.76 112.9 796.4 358x172x57.0 UB 356 57.0 358 172 8.1 13 10.2 72.56 1108 16040 3.91 14.87 128.7 896.0 363.4x173.2x67.1 UB 356 67.1 363.4 173.2 9.1 15.7 10.2 85.49 1362 19460 3.99 15.09 157.3 1071 BEAM-400x180 400x140x8.9 ISMB-400 61.5 400 140 8.9 16 14/7 622 20500 2.82 16.2 88.9 1020 402.6x177.7x54.1 UB 406 54.1 402.6 177.7 7.7 10.9 10.2 68.95 1021 18720 3.85 16.48 114.9 930 406.4x177.9x60.1 UB 406 60.1 406.4 177.9 7.9 12.8 10.2 76.5 1203 21600 3.97 16.8 135.3 1063 409.4x178.8x67.1 UB 406 67.1 409.4 178.8 8.8 14.3 10.2 85.54 1365 24330 3.99 16.87 152.7 1189 412.8x179.5x74.2 UB 406 74.2 412.8 179.5 9.5 16 10.2 94.51 1545 27310 4.04 17 172.2 1323 397x180x57.4 IPEA/NPB 400 57.4 397 180 7 12 21 73.1 1171 20290 4 16.55 130.1 1022 400x180x66.3 IPE/NPB 400 66.3 400 180 8.6 13.5 21 84.5 1318 23130 3.95 16.66 146.4 1156 404x182x75.7 IPEO/NPB 400 75.7 404 182 9.7 15.5 21 96.4 1564 26750 4.03 16.66 171.9 1324 BEAM-450x150 450x150x9.4 ISMB-450 72.4 450 150 9.4 17.4 15/7.5 834 30400 3.01 18.2 111.0 1350 447x190x67.2 IPEA/NPB 450 67.2 447 190 7.6 13.1 21 85.6 1502 29760 4.19 18.65 158.1 1331 450x192x92.4 IPE/NPB 450 77.6 450 190 9.4 14.6 21 98.8 1676 33740 4.12 18.48 176.4 1500 456x192x92.4 IPEO/NPB 450 92.4 456 192 11 17.6 21 118 2085 40920 4.21 18.65 217.2 1795 457x191x67 UB 450 67.1 453.4 189.9 8.5 12.7 10.2 85.51 1452 29380 4.12 18.54 152.9 1296 457x191x74 UB 450 74.3 457 190.4 9 14.5 10.2 94.63 1671 33320 4.2 18.76 175.5 1458 457x191x82 UB 450 82.0 460 191.3 9.9 16 10.2 104.5 1871 37050 4.23 18.83 195.6 1611 457x191x89 UB 450 89.3 463.4 191.9 10.5 17.7 10.2 113.8 2089 41020 4.29 18.99 217.8 1770 457x191x98 UB 450 98.3 467.2 192.8 11.4 19.6 10.2 125.3 2347 45730 4.33 19.11 243.5 1957 BEAM-500x200 500x180x10.2 ISMB-500 86.9 500 180 10.2 17.2 17/8.5 1370 45200 3.52 20.2 152 1810 497x200x79.4 IPEA/NPB 500 79.4 497 200 8.4 14.5 21 101 1939 42930 4.38 20.61 193.9 1728 500x200x90.7 IPE/NPB 500 90.7 500 200 10.2 16 21 116 2142 48200 4.31 20.43 241.2 1928 506x202x107 IPEO/NPB 500 107 506 202 12 19 21 137 2620 57780 4.38 20.56 259.6 2284 ISMB-550x190 550x190x104 ISMB-550 104 550 190 11.2 19.3 18 132 1830 64900 3.73 22.2 193 2360 533x210x82 UB 533 82 528.3 208.8 9.6 13.2 12.7 104.7 2007 47540 4.38 21.31 192.3 1800 533x210x92 UB 533 92 533.1 209.3 10.1 15.6 12.7 117.4 2389 55230 4.51 21.69 228.3 2072 533x210x101 UB 533 101 536.7 210 10.8 17.4 12.7 128.7 2692 61520 4.57 21.87 256.4 2292 533x210x109 UB 533 109 539.5 210.8 11.6 18.8 12.7 138.9 2943 66820 4.6 21.94 279.2 2477 533x210x122 UB 533 122 544.5 211.9 12.7 21.3 12.7 155.4 2793 76040 4.67 22.12 319.7 2793 BEAM-600x220 600x210x12 ISMB-600 123.0 600 210 12 20.3 20/10 2650 91800 4.12 24.2 252 3060 602.6x227.6x101.2 UB 610 101.2 602.6 227.6 10.5 14.8 12.7 128.9 2915 75780 4.75 24.24 256.1 2515 597x220x108.0 IPE A/NPB 600 108.0 597 220 9.8 17.5 24 137 3116 82920 4.77 24.6 283.3 2778 607.6x228.2x113.0 UB 610 113.0 607.6 228.2 11.1 17.3 12.7 143.9 3434 87320 4.88 24.63 301 2874 600x220x122.4 IPE/ NPB 600 122.4 600 220 12 19 24 156 3387 92080 4.66 24.3 307.9 3069 612.2x229x125.1 UB 610 125.1 612.2 229 11.9 19.6 12.7 159.3 3932 98610 4.97 24.88 343.4 3221 617.2x230.2x139.9 UB 610 139.9 617.2 230.2 13.4 22.1 12.7 178.2 4505 111800 5.03 25.05 391.4 3622 610x224x154.0 IPE O /NPB 600 154.0 610 224 15 24 24 197 4521 118300 4.79 24.52 403.6 3879 Material can be supplied in Normal Grades IS: 2062 Gr.B/Fully Killed; EN10025 :1993 S275JR; BS4360: 1990 40DD/43DASTM A36; DIN 17100 St 37-2; JIS G3101: 1995 SS400 - Material also available in High Tensile Grades IS 8500 Fe490BEN10025:1993 S355JO:;BS4360:1990 50C; ASTM A572 Gr.50;DIN 17100 St 52-3; JIS G3101: 1995 SS 490- Rolling Toleranceshall be as per following : IS:1852; EN 10024: 1995, ASTM A6-98Specific customised sections can also be supplied in comparable sizes with mutual consent Section DesignatgionsUC, UB as per BS4 1:1993, IPE as per Euronorm 1957NPB, WPB as per IS:12778(BIS Standard)HJ as per JIS 3192 :1994 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