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Jain's Ensure Quality of Material and Construction |
| Beams have superiority in terms of strength, sectional, efficiency, load bearing capacity, workability and economy vis-a-vis the conventional beams. |
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Bending Moment (BM) in Knm |
SL |
Moment
kNm |
ISMB
Section |
Wt.
Kg/m |
Parallel
Flange Section |
Wt.
Kg/m |
Saving in Wt.
Kg |
% |
1 |
50 |
ISMB 350 |
52.40 |
HE 240 AA |
47.39 |
5.01 |
9.55 |
2 |
100 |
ISMB 500 |
86.90 |
IPE A 450 |
67.15 |
19.75 |
22.72 |
3 |
150 |
ISMB 550 |
103.7 |
HE 340 AA |
78.89 |
24.81 |
23.92 |
4 |
200 |
ISMB 600 |
122.60 |
HE 400 AA |
92.39 |
30.21 |
24.64 |
5 |
250 |
ISMB 600 |
122.60 |
IPE A 600 |
107.56 |
15.04 |
12.27 |
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