Agha Steel – Arcon Earthquake Resistance Rebar (Grade-60)
According to ACI 318, deformed reinforcement resisting earthquake-induced flexural and axial forces in frame members must conform with the American Society for Testing and Materials (ASTM) publication ASTM A706. ASTM A706/A706M continues to place upper limits on yield strength—a fundamental requirement for satisfactory use in reinforced concrete structures designed to resist earthquakes. A706 also has excellent strain ductility capacity and chemical composition that makes it more suitable for welding.
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Mughal – Supreme (G-60)
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Supreme Steel bars have rare combination of high strength with excellent ductility. The tensile to yield strength ratios are always greater than 1.12. In normal bars, the increase in the yield strength of the bars is accompanied by the loss of percent elongation. But in the case of Supreme Steel bars, this loss is negligible and the percent elongation values are much higher than normally specified in various International Standards. In Supreme Steel bars, UTS/YS ratio values are maintained always at more than 1.15.
Rebar Grade 60
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ASTM A615 Grade 60 rebar offers a minimum yield strength of 60,000 pounds per square inch, or 420 megapascals on the metric grading scale. It also features a continuous line system, with one line running along the length of the bar, which is offset a minimum of five spaces from the center. These characteristics make Grade 60 rebar particularly well-suited for medium- to heavy-duty concrete reinforcement applications.
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