Compare / A706 Grade 60 vs SD390
A706 Grade 60 vs SD390
ASTM A706/A706M · Steel
US low-alloy weldable rebar for seismic design: yield 60–78 ksi (420–540 MPa), tensile ≥ 80 ksi and ≥ 1.25 × actual yield.
JIS G 3112 · Steel
Japanese deformed bar: yield 390–510 MPa, tensile ≥ 560 MPa, yield ratio ≤ 80 %.
Mechanical
| Property | Condition | A706 Grade 60 | SD390 | Difference |
|---|---|---|---|---|
| Yield strength ReH | — | 420–540MPa1 | 390–510MPa1 | −7.1 % |
| Tensile strength Rm | — | ≥ 550MPa1 | ≥ 560MPa1 | +1.8 % |
Rows are matched by condition (thickness band, temperature, product form). A dash means the grade has no sourced value for that condition. Differences are SD390 relative to A706 Grade 60; for ranges the lower bound is compared.