•  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%

Rectangular Column with Uniaxial Bending :
Factored Load-1200KN; Factored Moment-200KN -m;Unsupported Length 3.0M
Column Size 230x600; Concrete M-25;
Steel Fe415=52.7 Kg;SteelThermex 500=44.4Kg;Savings=15.75%




 
 
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