M S Beam
| Size | Weight in Kgs. | Weight in Kgs. |
| in mm | Per Feet | Per Mtr. |
| 100 x 50 | 2.432 | 7.979 |
| 125 x 70 | 4.023 | 13.199 |
| 150 x 75 | 4.571 | 14.997 |
| 175 x 85 | 5.943 | 19.499 |
| 200 x 100 | 7.893 | 25.897 |
| 250 x 125 | 11.612 | 38.099 |
| 300 x 140 | 14.782 | 48.500 |
| 350 x 140 | 16.125 | 52.906 |
| 400 x 140 | 19.080 | 62.601 |
| 450 x 150 | 22.280 | 22.280 |
| 500 x 180 | 26.730 | 87.700 |
| 600 x 210 | 37.370 | 122.600 |
Beams manufactured by JINDAL are represented by Web Height, Flange Width & Section Weight.
Jindal
| 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 ] |
SAIL (Steel Authority of India Limited)
| 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 | ||
VIZAG (RINL: - RASHTRIYA ISPAT NIGAM LIMITED )
| 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 |