Birla Fe 550D TMT Bar - 10 mm
Birla Fe 550D TMT Bar - 10 mm
Specifications
| Diameter | 10 mm |
|---|---|
| Length | 12 m |
Description
Birla TMT Fe 550D TMT Bar Birla Fe 550D TMT Bar - 10 mm is a thermo-mechanically treated high-strength reinforcing bar conforming to IS 1786:2008, with a 10 mm nominal diameter supplied in standard 12 m lengths. Manufactured using the quench-and-self-temper (QST) process, it achieves a minimum yield strength of 550 MPa, UTS of 600 MPa, and elongation of 14.5%, making it reliable for seismic-resistant ductile frame and critical structural concrete applications. The hard martensitic outer rim and tough ferritic-pearlitic core give this bar its signature combination of strength, ductility, and superior bond performance in reinforced concrete.
Key Features:- Thermomechanically treated to IS 1786:2008 Fe 550D with mill test certification
- Minimum yield strength 550 MPa and UTS 600 MPa for high-strength ductile design
- Enhanced 14.5% elongation combining high strength with superior ductile response
- QST microstructure controlled for ductile frame requirements at 550 MPa grade
- Ribbed surface profile ensuring maximum mechanical bond with structural concrete
- Low impurity content for improved weldability and cold-bending performance
- Standard 12 m lengths supporting efficient rebar scheduling and site logistics
- Preferred grade for seismic zone high-rise and critical structural RCC elements
- Compatible with standard mechanical coupler and IS-compliant splice systems
- Supports high-strength seismic design with controlled ductility and elongation
- Seismic-resistant high-strength ductile frame column reinforcement
- High-rise seismic zone shear wall and coupled wall system reinforcement
- Critical joint and hinge zones in high-strength ductile RC frames
- Earthquake-resistant hospital, school, and lifeline building structures
- Seismic zone high-rise primary column and beam reinforcement members
- Long-span bridge structures in seismic corridors requiring ductility
- Seismically designed pile and pile cap reinforcement in zone III/IV/V
- High-strength seismic RCC cores in super-tall and slender tower buildings
Specifications
| Base | Detail |
|---|---|
| Diameter | 10 mm |
| Length | 12 m |
Mechanical & Chemical Composition
Main Specifications
| Base | Detail |
|---|---|
| Tensile Strength | RT: 0 - OT: 600 |
| YieldStrength | RT: 0 - OT: 550 |
| Elongation | RT: 0 - OT: 14.5 |
Chemical Composition
| Base | Detail (%) |
|---|---|
| Carbon | 0 - 0.25 |
| Sulphur | 0 - 0.04 |
| Phosphorus | 0 - 0.04 |
| Sulphur + Phosphorus | 0 - 0.075 |
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