• Controlled low temperature rolling is practiced to give higher strength to the structures.
• Chemical composition is maintained strictly as per standards by our plant manufacturing raw materials.
• Facility to roll special sizes and length as per specific requirement.
All Balbir Thermex Bars ,
rolled from fully killed steel ,
conform to standards as mentioned below
S.No
Properties
IS 1786
Fe 415
Thermal
400
Balbir Thermal
400 Typical Values
IS 1786
Fe 500
Thermal
400
Balbir Thermal
400 Typical Values
1
Yield Strength,
N/mm2, min
415 min
415
430-460
500 min
500
520-550
2
Tensile Strength,
N/mm2, min
485 min
485
500-570
545
560
590-630
3
Stress Ratio
(Ts/YS), min
1.10
1.13
1.15-1.35
1.08
1.10
1.15-1.35
4
As Elongation,
% (L=5Dn) min
14.5 min
18
20-24
12 min
16
18-22
S.No
Properties
IS 1786
Fe 415
Thermal
400
Balbir Thermal
400 Typical Values
IS 1786
Fe 500
Thermal
400
Balbir Thermal
400 Typical Values
1
Yield Strength,
N/mm2, min
415 min
415
430-460
500 min
500
520-550
2
Tensile Strength,
N/mm2, min
485 min
485
500-570
545
560
590-630
3
Stress Ratio
(Ts/YS), min
1.10
1.13
1.15-1.35
1.08
1.10
1.15-1.35
4
As Elongation,
% (L=5Dn) min
14.5 min
18
20-24
12 min
16
18-22
SIZE RANGE / WEIGHT RANGE
SIZE
(Nominal Dia)
Section WT.
(Kg/m)
8 mm
0.376 - 0.420
10 mm
0.592 - 0.636
12 mm
0.852 - 0.915
16 mm
1.517 - 1.627
20 mm
2.371 - 2.544
25 mm
3.696 - 3.927
28 mm
4.646 - 4.937
32 mm
6.060 - 6.440
Parameter
Size
IS 1786
Baibir Thermex
400
IS 1786
415
Baibir Thermex
500
Bend
Rebend
Upto & incl. 22 mm
3d
2d
4d
2d
Upto & incl. 10 mm
5d
4d
5d
4d
Over 10 mm
7d
4d
7d
4d
Advantages
A summary of the savings by use of Thermex 500 bars, as per design example 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
thermex 500
savings by use
of theremx500
1
M-20
3.2
109.69
93.18
15.05%
2
M-25
3.2
103.73
86.5
16.61%
3
M-30
3.2
98.87
84.34
14.70%
4
M-20
4.2
162.74
141.2
13.23%
5
M-25
4.2
150.9
128.43
14.89%
6
M-30
4.2
137.14
115.24
15.96%
7
M-25
5
212.4
178.7
15.87%
8
M-25
5
207.25
165.8
20.00%
9
M-30
5
177.94
150.8
15.25%
COLUMNS
Axial Loaded Columns :
Assumed:300x900; concrete M-25;Load-350 KN; Unsupported Length 3.0 M,
Steel Fe 415=68.68Kg; Steel Thermex 500=58.0Kg; Savings=15.55%