Features:

• Low carbon content and made from fully killed steel.
• Higher yield strength & Ultimate tensile strength coupled with higher percentage elongation when compared to cold twisted bars of same grade.
• Easy bendability, weldability and excellent ductility ensures economy and safety of use.
• In-built ability to resist loss of strength at higher temperature.
• Require less energy for bending and re-bending along with superior reverse bending properties.
• Can be butt welded or lap-welded.
• Use of Fe-500 grade results in saving more than 15% in steel consumption when compared to cold twisted bars.
• Higher corrosion resistance and sesmic resistance compared to CTD.
• Ideally suited for any type-of concrete structure.

Specifications:

• Standard Grade Remarks Yield Strength (N / mm2) min UTS (N / mm2) min % Elongation min
• IS : 1786-1985 Fe 415 - 415 485 14.2
• IS : 1786-1985 Fe 500
• -  500 545 12
• IS : 1786-1985 Fe 550 - 550 585 8
• Rebars with CRM Cu+Cr+P = 0.75% min 415 485 14.5
• Corrosion with element HSCRM Cu+Cr+P = 0.75% min   545 12
• Note : Sizes 8,10 and 12 mm are not regularly rolled in Fe and Fe 550 Grades

Features:

• Low carbon content and made from fully killed steel.
• Higher yield strength & Ultimate tensile strength coupled with higher percentage elongation when compared to cold twisted bars of same grade.
• Easy bendability, weldability and excellent ductility ensures economy and safety of use.
• In-built ability to resist loss of strength at higher temperature.
• Require less energy for bending and re-bending along with superior reverse bending properties.
• Can be butt welded or lap-welded.
• Use of Fe-500 grade results in saving more than 15% in steel consumption when compared to cold twisted bars.
• Higher corrosion resistance and sesmic resistance compared to CTD.
• Ideally suited for any type-of concrete structure.

Specifications:

• Standard Grade Remarks Yield Strength (N / mm2) min UTS (N / mm2) min % Elongation min
• IS : 1786-1985 Fe 415 - 415 485 14.2
• IS : 1786-1985 Fe 500
• -  500 545 12
• IS : 1786-1985 Fe 550 - 550 585 8
• Rebars with CRM Cu+Cr+P = 0.75% min 415 485 14.5
• Corrosion with element HSCRM Cu+Cr+P = 0.75% min   545 12
• Note : Sizes 8,10 and 12 mm are not regularly rolled in Fe and Fe 550 Grades