Description

More Strength = More Savings

More load carrying capacity of the rebars. For a given design load, fewer number of rebars or reduced diameter is required.

Minimum YS of 570*MPa

(More than IS1786:2008 – 550MPa)

• Easily carries design load without any structural cracks
• Optimised design leads to reduce steel consumption
• Up to 6%^ savings on steel quantity

* Typical value as obtained in 95% of the cases ^ Savings % based on study done for 500 and 550 grade rebar for typical RCC frame (SMRF) configurations like G+1, G+2, G+3 and floor areas of 250 and 500 sq yard located in seismic zone IV