TMT (Thermo-Mechanically Treated) bars are high-strength reinforcement steel bars used in reinforced cement concrete (RCC) construction. They are produced through a controlled water-quenching process immediately after rolling, creating a hard tempered martensitic outer rim and a soft ductile ferrite-pearlite core. TMT bars are governed in India by IS 1786.
TMT bars combine high yield strength, excellent ductility, weldability, bendability, and corrosion resistance — making them the standard reinforcement material for residential, commercial, and infrastructure construction.
TMT bars are hot-rolled steel bars subjected to a controlled thermo-mechanical treatment process. The process consists of three stages: (1) hot rolling, (2) sudden quenching with water, and (3) self-tempering with residual heat.
TMT bars have a strong outer rim and a soft inner core, giving them both high strength AND good ductility — properties that pure mild steel or cold-twisted bars cannot match.
The number after “Fe” indicates the minimum yield strength in N/mm² (MPa). The suffix “D” indicates higher ductility variants for seismic applications.
| Grade | Min. Yield Strength (MPa) | Min. Tensile Strength (MPa) | Min. Elongation % |
|---|---|---|---|
| Fe 415 | 415 | 485 | 14.5 |
| Fe 415D | 415 | 500 | 18.0 |
| Fe 500 | 500 | 545 | 12.0 |
| Fe 500D | 500 | 565 | 16.0 |
| Fe 500S | 500 | 600 | 18.0 |
| Fe 550 | 550 | 585 | 10.0 |
| Fe 550D | 550 | 600 | 14.5 |
| Fe 600 | 600 | 660 | 10.0 |
| Element | Fe 415 (Max %) | Fe 500/500D (Max %) | Fe 550/550D (Max %) |
|---|---|---|---|
| Carbon (C) | 0.30 | 0.30 | 0.30 |
| Sulphur (S) | 0.060 | 0.055 | 0.055 |
| Phosphorus (P) | 0.060 | 0.055 | 0.050 |
| Sulphur + Phosphorus | 0.110 | 0.105 | 0.100 |
| Nitrogen | – | 0.012 | 0.012 |
| Carbon Equivalent (CE) | – | 0.42 | 0.42 |
| Nominal Diameter (mm) | Cross-Section Area (mm²) | Weight per Metre (kg) | Length per Tonne (m) |
|---|---|---|---|
| 6 mm | 28.3 | 0.222 | 4505 |
| 8 mm | 50.3 | 0.395 | 2532 |
| 10 mm | 78.5 | 0.617 | 1621 |
| 12 mm | 113.1 | 0.888 | 1126 |
| 16 mm | 201.1 | 1.580 | 633 |
| 20 mm | 314.2 | 2.470 | 405 |
| 25 mm | 490.9 | 3.850 | 260 |
| 28 mm | 615.8 | 4.830 | 207 |
| 32 mm | 804.2 | 6.310 | 158 |
| 36 mm | 1017.9 | 7.990 | 125 |
| 40 mm | 1256.6 | 9.860 | 101 |
| Property | Requirement |
|---|---|
| Yield Strength (Fe 500) | ≥ 500 MPa |
| Ultimate Tensile Strength | ≥ 1.08 × Yield (for Fe 500D) |
| Elongation | 12% – 18% (depends on grade) |
| Bend Test | 180° bend around mandrel of specified diameter — no cracks |
| Re-bend Test | Aged at 100°C for 1 hr, bent and re-bent — no cracks |
| Hardness (Outer Rim) | ~95 HRB (Rockwell) |
| Hardness (Core) | ~70 HRB |
| Element | Recommended Grade | Common Diameters |
|---|---|---|
| Footings & Foundations | Fe 500 / Fe 500D | 12, 16, 20 mm |
| Columns | Fe 500 / Fe 550 | 12, 16, 20, 25 mm |
| Beams | Fe 500 | 10, 12, 16 mm |
| Slabs | Fe 415 / Fe 500 | 8, 10, 12 mm |
| Lintels | Fe 500 | 8, 10, 12 mm |
| Stirrups (Ties) | Fe 415 / Mild Steel | 6, 8, 10 mm |
| Stair Cases | Fe 500 | 10, 12 mm |
| Pre-Stressed Concrete | High-tensile wire (not TMT) | 5, 7, 8 mm |
| Seismic Zones (IV, V) | Fe 500D / Fe 550D | As designed |
When TMT bars cannot be supplied in a single length, they are spliced with overlap. As per IS 456:
| Bar Diameter | Compression Lap (40d) | Tension Lap (50d) |
|---|---|---|
| 8 mm | 320 mm | 400 mm |
| 10 mm | 400 mm | 500 mm |
| 12 mm | 480 mm | 600 mm |
| 16 mm | 640 mm | 800 mm |
| 20 mm | 800 mm | 1000 mm |
| 25 mm | 1000 mm | 1250 mm |
| Element | Steel Quantity (kg/m³) |
|---|---|
| Footings | 50 – 80 |
| Columns | 60 – 100 |
| Beams | 100 – 130 |
| Slabs | 80 – 100 |
| Lintels | 80 – 100 |
| Stairs | 110 – 130 |
| Retaining Walls | 60 – 80 |
| Grade | Price per Tonne (Rs) | Price per kg (Rs) |
|---|---|---|
| Fe 500 | 55,000 – 75,000 | 55 – 75 |
| Fe 500D | 57,000 – 78,000 | 57 – 78 |
| Fe 550 | 58,000 – 80,000 | 58 – 80 |
| Fe 550D | 60,000 – 82,000 | 60 – 82 |
| TMT-CRS | 65,000 – 88,000 | 65 – 88 |
TMT bars are the modern benchmark for reinforcement steel in Indian construction. The choice of grade (Fe 415, Fe 500, Fe 550) depends on structural design loads, seismic zone, and budget. For most residential RCC work, Fe 500 or Fe 500D is the optimum choice — offering high strength, good ductility, and reasonable cost.
Always insist on BIS-certified bars with a valid Mill Test Certificate, verify weight per metre on site, and follow IS 456 specifications for lap length, cover, and development length.