500N (AS/NZS 4671)
Australian and New Zealand rebar: 500 MPa characteristic yield, normal ductility — Rm/Re ≥ 1.08, Agt ≥ 5 %.
N is normal ductility, like Eurocode class B; L (low) is for mesh, E (earthquake) for seismic New Zealand work. The mill also publishes its long-term test statistics (yield around 560–580 MPa on average).
- Yield strength ReH
- 500 MPa1characteristic
- Tensile-to-yield ratio Rm/Re
- ≥ 1.08 1guaranteed minimum
- Elongation at maximum force Agt
- ≥ 5 %1guaranteed minimum
How we know these values · 3 values from 2 sources
- Single source
- 3
- Click any value under “All values” to see the sources that state it, with dates.
- 1 grades in other standards are listed as equivalent; 1 match closely. See which
- How we rate evidence
All values
- Identity and composition not yet
- Mechanical 3
- Design values not yet
- Physical not yet
- Thermal not yet
- Fire not yet
- Chemical and durability not yet
Mechanical
Strength
Yield strength ReH
Upper yield strength guaranteed by the product standard (minimum).
| Condition | Value | Evidence |
|---|---|---|
| 500MPacharacteristic | Single source |
Ductility
Elongation at maximum force Agt
Total elongation at maximum force (εuk in Eurocode 2): the ductility measure for reinforcement.
| Condition | Value | Evidence |
|---|---|---|
| ≥ 5% | Single source |
Tensile-to-yield ratio Rm/Re
k = (ft/fy)k in Eurocode 2. Higher means more strain hardening after yield.
| Condition | Value | Evidence |
|---|---|---|
| ≥ 1.08 | Single source |
500N (AS/NZS 4671) in other standards
Full comparison“Equivalent” tables online usually match grades by name. This one compares the values each standard actually guarantees, so a 30 MPa gap in yield is visible before it is in your calculation.
| Grade | Standard | Min. yield at 10 mm | Tensile at 10 mm | Match | What differs |
|---|---|---|---|---|---|
| 500N (AS/NZS 4671) | 500MPa1 | not verified | — | Reference grade. | |
| B500B | ≥ 500MPa1 | not verified | Close match | Same 500 MPa, Rm/Re ≥ 1.08 and Agt ≥ 5 % as Eurocode class B; bar sizes and marking differ. |
Compare side by side
With any other gradeSources here are public pages that reproduce AS/NZS 4671. For design and acceptance, the standard edition named in your specification and the inspection certificate (EN 10204 3.1) of the delivered product take precedence. Design factors are recommended values; your National Annex may set others.