AS/NZS 4671 Reo Weight Chart (kg/m)
- Bar sizes
- 9
- Range
- N10–N40
- kg/m, d in mm
- d² / 162
- Used in
- Australia and New Zealand
AS/NZS 4671 bar sizes and weights
| Bar size | Diameter (mm) | Area (mm²) | Mass (kg/m) | Metres per tonne |
|---|---|---|---|---|
| N10 | 10 | 78.5 | 0.617 | 1,622 |
| N12 | 12 | 113.1 | 0.888 | 1,126 |
| N16 | 16 | 201.1 | 1.578 | 634 |
| N20 | 20 | 314.2 | 2.466 | 405 |
| N24 | 24 | 452.4 | 3.551 | 282 |
| N28 | 28 | 615.8 | 4.834 | 207 |
| N32 | 32 | 804.2 | 6.313 | 158 |
| N36 | 36 | 1,017.9 | 7.990 | 125 |
| N40 | 40 | 1,256.6 | 9.865 | 101 |
Nominal masses calculated from each bar's nominal diameter at 7,850 kg/m³. Printed tables can differ in the third decimal place through rounding, and delivered bars vary within the rolling tolerance AS/NZS 4671 allows.
AS/NZS 4671 steel weight calculator
Enter each bar size with the number of bars and the length of each. The total updates as you type, with a summary by size.
147.96 kg
= 0.148 tonnes
Nominal mass only. Add laps, hooks and wastage for an order quantity; rolling tolerance means delivered weight can differ slightly from nominal.
How AS/NZS 4671 bars are specified
AS/NZS 4671 is the Australian and New Zealand standard for steel reinforcing materials. Deformed bars on Australian projects are almost always 500N: grade 500, normal ductility.
Australian drawings mark deformed bars as N followed by the diameter, so N12 is a 12 mm normal-ductility deformed bar and N24 is 24 mm.
AS/NZS 4671 grades combine strength and ductility class: 500N is the normal-ductility deformed bar used on most Australian work, 500L is low-ductility (common in mesh) and 250N is plain round bar.
To estimate steel, multiply the total length of each bar size by its mass per metre, then add laps, hooks and a wastage allowance before ordering. Masses on a schedule are nominal; the bars delivered can come in slightly over or under.
The same chart for other standards: IS 1786, BS 4449 and ASTM A615.
Need the full bar bending schedule?
A weight chart gives you the steel for one bar. A schedule needs every bar on the drawings: shapes, cutting lengths, laps and the totals by size. Send the reinforcement drawings and we return the BBS in Excel, checked and signed off by an engineer.