Birla Fe 500D TMT Bar - 10 mm
Birla Fe 500D TMT Bar - 10 mm
Specifications
| Diameter | 10 mm |
|---|---|
| Length | 12 m |
Description
The Birla TMT TMT Bar Birla Fe 500D TMT Bar - 10 mm is a quench-and-self-temper treated reinforcing bar conforming to IS 1786:2008 Grade Fe 500D, with 10 mm diameter and standard 12 m length. Achieving 500 MPa yield, 565 MPa tensile strength, and 16% elongation, it is ideally suited for ductile frame construction and seismic-zone reinforced concrete structures. The thermomechanical treatment process creates a strong outer layer resistant to bending and cutting forces, while the ductile inner core absorbs energy under seismic and impact loads, ensuring structural resilience in reinforced concrete construction.
Key Features:- Thermomechanically treated to IS 1786:2008 Fe 500D with mill test certification
- Minimum yield strength 500 MPa and UTS 565 MPa for ductile structural design
- Enhanced 16% minimum elongation for superior ductility in seismic applications
- QST dual-zone microstructure specially controlled for ductile frame requirements
- Ribbed surface profile ensuring reliable mechanical bond with structural concrete
- Low carbon and low sulphur/phosphorus for improved ductility and weldability
- Suitable for cutting, bending, and welding using standard site equipment
- Standard 12 m lengths for efficient rebar scheduling and reduced site waste
- Preferred grade for earthquake-resistant reinforced concrete frame structures
- Compatible with standard mechanical coupler and lap splice connection systems
- Earthquake-resistant ductile frame columns and beam reinforcement
- Seismic zone III, IV, and V residential and commercial frame structures
- Critical joint zones in ductile RC moment-resisting frame buildings
- High-rise residential tower columns, shear walls, and core walls
- Hospital and critical facility structural frames in seismic zones
- Pre-cast seismic-resistant frame elements and structural components
- Pile reinforcement in seismic zone foundation systems
- Bridge structures in seismic-active regions requiring ductile design
Specifications
| Base | Detail |
|---|---|
| Diameter | 10 mm |
| Length | 12 m |
Mechanical & Chemical Composition
Main Specifications
| Base | Detail |
|---|---|
| TensileStrength | RT: 0 - OT: 565 |
| YieldStrength | RT: 0 - OT: 500 |
| Elongation | RT: 0 - OT: 16 |
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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