 |
 | | MS Beams are o f 2 types:- | | 1) I-BEAM | | 2) H-BEAM (Column) | | |
| I - BEAM: - It is represented by dimensions of Web & Flange. For e.g. 150x75 beam means, |
| Width of Web = 150mm |
| Width of Flange = 75mm |
|
| 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. |
 |
| Another difference in I-beam & H-Beam is that in I-Beam, size of Web is greater than the size of Flange |
| 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 |
| Structural Sections |
| 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 | |
| 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 ) |
| 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 | |
| GRADES |
| Sectional Properties as per:- |
| For Beams :- | DIN :1025 - 1994 / IS :12778 - 1989 / IS :808 - 1989 | |
| Tolerance as per:- |
| For Beams :- | DIN :1025 - 1994 / IS :12779 -1989 / IS :1852 - 1985 | |
| Grades as per:- |
| For Beams :- | IS :2062 :E250 A - 2006 | |
