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| MS Beams are o f 2 types:- |
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| 1) I-BEAM
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| 2) H-BEAM (Column) |
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| I - BEAM: - It is represented by dimensions of Web & Flange. For e.g. 150x75 beam means, |
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| Width of Web = 150mm |
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| Width of Flange = 75mm |
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| H - BEAM: - In H-Beam generally the sizes of the Web & Flange are almost equal. |
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| When we say, 254 x 254 beam means Web = 254mm & Flange = 254mm. |
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| Another difference in I-beam & H-Beam is that in I-Beam, size of Web is greater than the size of Flange |
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| M.S. BEAM |
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| 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 |
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| Beams manufactured by JINDAL are represented by Web Height, Flange Width & Section Weight. |
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| JINDAL |
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| Structural Sections |
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| Beams |
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| Sr. No. |
Depth(mm)xFlange(mm)xSectional Weight(kg/m) |
| 1 |
UB 203 X 133 X 25 |
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UB 203 X 133 X 30 |
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| 2 |
UB 254 X 146 X 31 |
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UB 254 X 146 X 37 |
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UB 254 X 146 X 43 |
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| 3 |
UB 305 X 165 X 40 |
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UB 305 X 165 X 46 |
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UB 305 X 165 X 54 |
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| 4 |
UB 356 X 171 X 45 |
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UB 356 X 171 X 51 |
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UB 356 X 171 X 57 |
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UB 356 X 171 X 67 |
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| 5 |
NPB/IPE 400 X 180 X 57.4 |
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NPB/IPE 400 X 180 X 66.3 |
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NPB/IPE 400 X 180 X 75.7 |
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| 6 |
UB 406 X 178 X 54 |
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UB 406 X 178 X 60 |
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UB 406 X 178 X 67 |
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UB 406 X 178 X 74 |
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| 7 |
NPB/IPE 450 X 190 X 67.2 |
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NPB/IPE 450 X 190 X 77.6 |
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NPB/IPE 450 X 190 X 92.4 |
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| 8 |
UB 457 X 191 X 67 |
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UB 457 X 191 X 74 |
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UB 457 X 191 X 82 |
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UB 457 X 191 X 89 |
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UB 457 X 191 X 98 |
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| 9 |
NPB/IPE 500 X 200 X 79.4 |
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NPB/IPE 500 X 200 X 90.7 |
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NPB/IPE 500 X 200 X 107.3 |
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| 10 |
UB 533 X 210 X 82 |
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UB 533 X 210 X 92 |
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UB 533 X 210 X 101 |
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UB 533 X 210 X 109 |
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UB 533 X 210 X 122 |
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| 11 |
NPB/IPE 600 X 220 X 107.36 |
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NPB/IPE 600 X 220 X 122.4 |
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NPB/IPE 600 X 220 X 154.5 |
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| 12 |
WPB/HE 600 X 300 X 128.8 |
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WPB/HE 600 X 300 X 177.8 |
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WPB/HE 600 X 300 X 211.9 |
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WPB/HE 600 X 300 X 285.5 |
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| 13 |
UB 610 X 229 X 101 |
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UB 610 X 229 X 113 |
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UB 610 X 229 X 125 |
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UB 610 X 229 X 140 |
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| 14 |
WPB/HE 700 X 300 X 149.9 |
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WPB/HE 700 X 300 X 204.5 |
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WPB/HE 700 X 300 X 240.5 |
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WPB/HE 700 X 300 X 300.7 |
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| 15 |
WPB/HE 800 X 300 X 172 [ on the anvil / subject prior agreement] |
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WPB/HE 800 X 300 X 224 [ on the anvil / subject prior agreement] |
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WPB/HE 800 X 300 X 262 [ on the anvil / subject prior agreement] |
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WPB/HE 800 X 300 X 317 [ on the anvil / subject prior agreement] |
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| 16 |
WPB/HE 900 X 30 X 198 [on the anvil / subject prior agreement ] |
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WPB/HE 900 X 30 X 252 [on the anvil / subject prior agreement ] |
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WPB/HE 900 X 30 X 291 [on the anvil / subject prior agreement ] |
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WPB/HE 900 X 30 X 333 [on the anvil / subject prior agreement ] |
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| Columns manufactured by JINDAL are represented by Web Height, Flange Width & Section Weight. |
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| JINDAL |
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| Columns:- |
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| Sr. No. |
Depth(mm)xFlange(mm)xSectional Weight(kg/m) |
| 1 |
UC 152 X 152 X 23 |
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UC 152 X 152 X 30 |
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UC 152 X 152 X 37 |
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| 2 |
UC 203 X 203 X 46 |
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UC 203 X 203 X 52 |
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UC 203 X 203 X 60 |
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UC 203 X 203 X 71 |
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UC 203 X 203 X 86 |
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| 3 |
UC 254 X 254 X 73 |
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UC 254 X 254 X 89 |
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UC 254 X 254 X 107 |
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UC 254 X 254 X 137 |
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UC 254 X 254 X 167 |
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| 4 |
UC 305 X 305 X 97 |
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UC 305 X 305 X 118 |
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UC 305 X 305 X 137 |
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UC 305 X 305 X 158 |
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UC 305 X 305 X 198 |
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UC 305 X 305 X 240 |
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UC 305 X 305 X 283 |
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| SAIL (Steel Authority of India Limited) |
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| Section |
Dimensions |
Sectional Weight |
Length |
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mm |
kg/m |
m |
| Beams/ Joists |
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Draper Steel Plant |
| 175 x 85 x 5.8 |
19.6 |
10 to11.5 |
| 200 x 100 x 5.7 |
24.2 |
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| 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 |
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| 400 x 140 x 8.9 |
61.5 |
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| 450 x 150 x 9.4 |
72.4 |
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| 500 x 180 x 10.2 |
86.9 |
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| 600 x 210 x 12 |
123 |
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| VIZAG (RINL: - RASHTRIYA ISPAT NIGAM LIMITED ) |
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| Beams |
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| 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 |
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GRADES |
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| Sectional Properties as per:- |
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| For Beams :- |
DIN :1025 - 1994 / IS :12778 - 1989 / IS :808 - 1989 |
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| Tolerance as per:- |
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| For Beams :- |
DIN :1025 - 1994 / IS :12779 -1989 / IS :1852 - 1985 |
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| Grades as per:- |
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| For Beams :- |
IS :2062 :E250 A - 2006 |
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