ME Beams
I - Beam:
It is represented by dimensions of Web & Flange. For e.g. 150x75 beam means,Width of Web = 150mm
Width of Flange = 75mm
MS I Beams are used for manufacturing of truck-trailers, EOT cranes and its Gantry, ship building, factory sheds, conveyors, boilers, agricultural equipment, and many more engineering industries.
| M.S. Beam/Joists | ||
| Size in mm | Weight in Kgs. Per Feet | Weight in Kgs. per Mtr. |
| ISMB 125 x 70 x 5 | 4.085 | 13.4 |
| ISMB 150 x 75 x 5 | 4.573 | 15.0 |
| ISMB 175 x 85 x 5.8 | 5.975 | 19.6 |
| ISMB 200 x 100 x 5.7 | 7.743 | 25.4 |
| ISMB 250 x 125 x 6.9 | 11.371 | 37.3 |
| ISMB 300 x 140 x 7.7 | 14.054 | 46.1 |
| ISMB 350 x 140 x 8.1 | 15.975 | 52.4 |
| ISMB 400 x 140 x 8.9 | 18.780 | 61.6 |
| ISMB 450 x 150 x 9.4 | 22.073 | 72.4 |
| ISMB 500 x 180 x 10.2 | 26.493 | 86.9 |
| ISMB 600 x 210 x 12 | 37.500 | 123.0 |
H - Beam:
In H-Beam generally the sizes of the Web & Flange are almost equal. When we say, 254 x 254 beam means Web = 254mm & Flange = 254mm.
Beams
| Sr. No. | Depth(mm)xFlange(mm)xSectional Weight(kg/m) |
| 1 | UB 203 X 133 X 25 |
| UB 203 X 133 X 30 | |
| 2 | UB 254 X 146 X 31 |
| UB 254 X 146 X 37 | |
| UB 254 X 146 X 43 | |
| 3 | UB 305 X 165 X 40 |
| UB 305 X 165 X 46 | |
| UB 305 X 165 X 54 | |
| 4 | UB 356 X 171 X 45 |
| UB 356 X 171 X 51 | |
| UB 356 X 171 X 57 | |
| UB 356 X 171 X 67 | |
| 5 | NPB/IPE 400 X 180 X 57.4 |
| NPB/IPE 400 X 180 X 66.3 | |
| NPB/IPE 400 X 180 X 75.7 | |
| 6 | UB 406 X 178 X 54 |
| UB 406 X 178 X 60 | |
| UB 406 X 178 X 67 | |
| UB 406 X 178 X 74 | |
| 7 | NPB/IPE 450 X 190 X 67.2 |
| NPB/IPE 450 X 190 X 77.6 | |
| NPB/IPE 450 X 190 X 92.4 | |
| 8 | UB 457 X 191 X 67 |
| UB 457 X 191 X 74 | |
| UB 457 X 191 X 82 | |
| UB 457 X 191 X 89 | |
| UB 457 X 191 X 98 | |
| 9 | NPB/IPE 500 X 200 X 79.4 |
| NPB/IPE 500 X 200 X 90.7 | |
| NPB/IPE 500 X 200 X 107.3 | |
| 10 | UB 533 X 210 X 82 |
| UB 533 X 210 X 92 | |
| UB 533 X 210 X 101 | |
| UB 533 X 210 X 109 | |
| UB 533 X 210 X 122 | |
| 11 | NPB/IPE 600 X 220 X 107.36 |
| NPB/IPE 600 X 220 X 122.4 | |
| NPB/IPE 600 X 220 X 154.5 | |
| 12 | WPB/HE 600 X 300 X 128.8 |
| WPB/HE 600 X 300 X 177.8 | |
| WPB/HE 600 X 300 X 211.9 | |
| WPB/HE 600 X 300 X 285.5 | |
| 13 | UB 610 X 229 X 101 |
| UB 610 X 229 X 113 | |
| UB 610 X 229 X 125 | |
| UB 610 X 229 X 140 | |
| 14 | WPB/HE 700 X 300 X 149.9 |
| WPB/HE 700 X 300 X 204.5 | |
| WPB/HE 700 X 300 X 240.5 | |
| WPB/HE 700 X 300 X 300.7 | |
| 15 | WPB/HE 800 X 300 X 172 [ on the anvil / subject prior agreement] |
| WPB/HE 800 X 300 X 224 [ on the anvil / subject prior agreement] | |
| WPB/HE 800 X 300 X 262 [ on the anvil / subject prior agreement] | |
| WPB/HE 800 X 300 X 317 [ on the anvil / subject prior agreement] | |
| 16 | WPB/HE 900 X 30 X 198 [on the anvil / subject prior agreement ] |
| WPB/HE 900 X 30 X 252 [on the anvil / subject prior agreement ] | |
| WPB/HE 900 X 30 X 291 [on the anvil / subject prior agreement ] | |
| WPB/HE 900 X 30 X 333 [on the anvil / subject prior agreement ] |
Columns manufactured by Jindal are represented by Web Height, Flange Width & Section Weight.
Jindal
Columns:-
| Sr. No. | Depth(mm)xFlange(mm)xSectional Weight(kg/m) |
| 1 | UC 152 X 152 X 23 |
| UC 152 X 152 X 30 | |
| UC 152 X 152 X 37 | |
| 2 | UC 203 X 203 X 46 |
| UC 203 X 203 X 52 | |
| UC 203 X 203 X 60 | |
| UC 203 X 203 X 71 | |
| UC 203 X 203 X 86 | |
| 3 | UC 254 X 254 X 73 |
| UC 254 X 254 X 89 | |
| UC 254 X 254 X 107 | |
| UC 254 X 254 X 137 | |
| UC 254 X 254 X 167 | |
| 4 | UC 305 X 305 X 97 |
| UC 305 X 305 X 118 | |
| UC 305 X 305 X 137 | |
| UC 305 X 305 X 158 | |
| UC 305 X 305 X 198 | |
| UC 305 X 305 X 240 | |
| UC 305 X 305 X 283 |
| Section | Dimensions | Sectional Weight | Length |
| mm | kg/m | m | |
| Beams/Joists | |||
| Draper Steel Plant | |||
| 175 x 85 x 5.8 | 19.6 | 10 to11.5 | |
| 200 x 100 x 5.7 | 24.2 | ||
| Beams | Bhilai Steel Plant | ||
| 250 x 125 x 6.9 | 37.3 | 10 to 13 | |
| 300 x 140 x 7.7 | 46 | for all dimensions | |
| 350 x 140 x 8.1 | 52.4 | ||
| 400 x 140 x 8.9 | 61.5 | ||
| 450 x 150 x 9.4 | 72.4 | ||
| 500 x 180 x 10.2 | 86.9 | ||
| 600 x 210 x 12 | 123 | ||
Beams
| Sr. No. | Side(mm) x Side(mm) x Thickness(mm) | Section Wt.(Kg/m) |
| 1 | IPE - Beams *180 X 91 X 5.3 | 18.8 |
| 2 | HE - Beams *120 X 114 X 5 | 19.9 |
| 3 | ISMB Beams 125 X 70 X 5 | 13.3 |
| 4 | 150 X 75 X 5 | 15.0 |
| 5 | 175 X 85 X 5.8 | 19.6 |
Sectional Properties as per:-
| For Beams :- | IS :DIN :1025 - 1994 / IS :12778 - 1989 / IS :808 - 1989 |
| For Beams :- | DIN :1025 - 1994 / IS :12779 -1989 / IS :1852 - 1985 |
| For Beams :- | IS : IS :2062 :E250 A - 2006 |
