Thermo Mechanically Treated steel also known as TMT steel can be described as a new-generation-high-strength steel having superior properties such as:
Under thermo mechanical treatment of bars, the steel bars are made to pass through a specially designed water cooling system where these are kept for such a period that outer surface of bars becomes colder while the core remains hot.
This creates a temperature gradient in the bars. When the bars are taken out of the cooling system, the heat flows from the core to the outer surface causing further tempering of steel bars thereby helping them in attaining a higher yield strength of steel.
TMT steel bars are produce from Carbon steel material(BILLETs/,INGOTS)Finish steel bar coming out of finishing stage of rolling mill is passed through devise where it is being passed through high pressure water jets to give the steel bars desire quality's 500/550Kg per cms.squre
Fe stands for Ferrous material ie iron from which the reinforcement steel bars are manufactured.
The reinforcement steel bars used in RCC (Reinforced Cement Concrete) are designated as
Depending on their Yield Strength. (The numbers 415 and 500 tell about this Yield Strength in N/mm2 the bars are designed and manufactured to have.)
As per IS : 1786 Yield Stress (also known as 0.2% proof stress) of Fe 500 is 500 N/mm2.
So, Fe500 steel means the reinforcement steel rods (or bars) that can safely withstand an Yield Stress of500 N/mm2.
N/mm2 stands for newton/Square millimeter
They each refer to different grades of steel.
The reinforcement steel bars used in RCC (Reinforced Cement Concrete) are designated into grades asFe415 or Fe500 depending on their Yield Strength.
The numbers 415 and 500 tell about this Yield Strength in N/mm2 the bars are designed and manufactured to have.
For surface area of steel bar= pi*diameter*length For cross-sectional area of steel bar= pi (dia)^2/4
There is a simple formula to calculate the weight as follows.
Section Weight as per IS 1786
Item square /162 = kg/ mtr weight
For Example – calculation of 8 mm and 16 mm TMT BARS will be as follows :
8 X 8 / 162 = 0.395 kg/mtr weight
16 X16 / 162 = 1.58 kg/mtr weight
Size of Bars | Kg / mtr | ||
Minimum | Standard | Maximum | |
8 mm | 0.367 | 0.395 | 0.432 |
10 mm | 0.574 | 0.617 | 0.66 |
12 mm | 0.844 | 0.888 | 0.932 |
16 mm | 1.501 | 1.58 | 1.659 |
20 mm | 2.396 | 2.47 | 2.511 |
25 mm | 3.735 | 3.85 | 3.966 |
28 mm | 4.685 | 4.83 | 4.975 |
32 mm | 6.121 | 6.31 | 6.499 |
Mandrel Diameter for Different Grades | ||||
Fe500 | Fe500D | Fe550D | ||
8 mm to 20 mm | 4 Φ | 3 Φ | 5 Φ | |
Over 20 mm | 5 Φ | 4 Φ | 6 Φ | |
Where Φ is the nominal size of the Bar, in mm E.g. 8 mm : 4 Φ that means for 8 mm Fe500 require 8 X 4 i.e. 32 mm mandrel min |
Sr.No. | Diameter of Rod | Mandrel for Fe-415 & 500 Bend | Mandrel for Fe-415 & 500 Re Bend |
1 | 08 mm | 24 & 32 mm | 40 mm (5 → Z) |
2 | 10 mm | 30 & 40mm | 50 mm (5 → Z) |
3 | 12 mm | 36 & 48 mm | 84 mm (7 → Z) |
4 | 16 mm | 48 & 64 mm | 112 mm (7 → Z) |
5 | 20 mm | 60 & 80 mm | 140 mm (7 → Z) |
6 | 25 mm | 100 & 125 mm | 175 mm (7 → Z) |
7 | 28 mm | 112 & 140 mm | 196 mm (7 → Z) |
8 | 32 mm | 128 & 160 mm | 224 mm (7 → Z) |
9 | 36 mm | 144 & 180 mm | 252 mm (7 → Z) |
10 | 40 mm | 160 & 200 mm | 280 mm (7 → Z) |
Grade | C% (Max) | S% (Max) | P% (Max) | Mn% (Max) | Si% (Max) |
Fe-415 | 0.25 | 0.055 | 0.055 | 0.055 | 0.3 |
Fe-500 | 0.25 | 0.05 | 0.05 | 0.06 | 0.3 |
Fe-500D | 0.25 | 0.045 | 0.045 | 0.075 | 0.3 |
Properties | Fe-415 (%) | Fe-500 (%) | Fe-500 D (%) |
Yield Stress, N/mm2 | 415 | 500 | 500 |
Tensile Strength | 485 | 545 | 565 |
Elongation | 14.5 | 12 | 16 |