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A summary of the savings by use of Rajuri Thermex – 500 bars, as
per design exapmles of beams and columns as calculated by an eminent structural
designer is given below:
| Beams:
300 x 700 mm |
| Case
No. |
Concrete |
Mu/bd2 |
Kg.,
Steel Fe-415 |
Kg.,
Steel
Rajuri Thermex -500 |
Savings
by use of
Rajuri Thermex 500 |
| 1 |
M-20 |
3.5 |
109.69 |
93.18 |
15.05% |
| 2 |
M-25 |
3.2 |
103.73 |
86.50 |
16.61% |
| 3 |
M-30 |
3.2 |
98.87 |
84.34 |
14.70% |
| 4 |
M-20 |
4.2 |
162.74 |
141.20 |
13.23% |
| 5 |
M-25 |
4.2 |
150.90 |
128.43 |
14.89% |
| 6 |
M-30 |
4.2 |
137.14 |
115.24 |
15.96% |
| 7 |
M-20 |
5.0 |
212.40 |
178.70 |
15.87% |
| 8 |
M-25 |
5.0 |
207.25 |
165.80 |
20.00% |
| 9 |
M-30 |
5.0 |
177.94 |
150.80 |
15.25% |
| Columns |
Axial
Loaded Columns:
Assumed: 300 x 900; Concrete M- 25; Load- 3500 KN; Unsupported Length
3.0 M,
Steel Fe 415 = 68.68 Kg; Steel Rajuri Thermex 500 = 58.0 Kg; Savings
== 15.55 %
|
Rectangular
Column with Uniaxial Bending:
Factored Load – 1200 KN; Factored Moment – 200 KN-m, Unsupported
Length 3.0M,
Column Size 230 X 600; Concrete M – 25
Steel Fe 415 = 52.7 Kg; Steel Rajuri Thermex 500 = 44.4 Kg; Savings
= 15.75 % |
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