A Beam is a line structure that carries load primarily in bending. Beams are characterized by their profile (the shape of their cross-section), their length, and their material.
One of the most common types of steel beam is the I-beam or wide-flange beam. Beam provide economical floor and roof systems in applications requiring long clear spans and lighter weight systems.
The major applications are
We supply a wide range of Columns, Universal Beams, H Beams, HEA Beams including beams manufactured by Jindal.
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.
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 |
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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 |
|
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 |
|
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 |
|
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 |
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WPB/HE 600 X 300 X 177.8 |
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WPB/HE 600 X 300 X 211.9 |
|
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 ] |
Columns manufactured by JINDAL are represented by Web Height, Flange Width & Section Weight.
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 |
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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 |
SAIL (Steel Authority of India Limited)
Section |
Dimensions |
Sectional Weight |
Length |
|
mm |
kg/m |
m |
Beams/ Joists |
|
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Draper Steel Plant |
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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 |
|
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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 |
|
|
600 x 210 x 12 |
123 |
|
Columns manufactured by JINDAL are represented by Web Height, Flange Width & Section Weight.
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:-
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Tolerance as per:- |
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Grades as per:- |
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