🔩 Construction
Rebar Size Converter
Convert reinforcing bar designations — imperial bar numbers, soft metric sizes, diameters, cross-sectional area and mass per length. Enter what you know, choose what you want and press Convert.
About the rebar size converter
Reinforcing bar is sold by bar number in North America and by millimetres almost everywhere else. The imperial number is simply the nominal diameter in eighths of an inch, so a #4 bar is 4/8 in = 0.5 in = 12.7 mm across. The bar number is a designation, not a measurement: on a deformed bar you measure the shank between the ribs.
The area figure quoted by suppliers is the nominal area from that nominal diameter, and the mass per length follows from it at steel's density of 7,850 kg/m³. This converter derives every value from the diameter, which is why the numbers here are internally consistent — published nominal areas are rounded.
US rebar sizes
| Bar | Soft metric | Diameter | Area | Mass |
|---|---|---|---|---|
| #2 | #6 | 6.35 mm (0.250 in) | 32 mm² | 0.249 kg/m (0.167 lb/ft) |
| #3 | #10 | 9.53 mm (0.375 in) | 71 mm² | 0.561 kg/m (0.376 lb/ft) |
| #4 | #13 | 12.70 mm (0.500 in) | 129 mm² | 0.996 kg/m (0.668 lb/ft) |
| #5 | #16 | 15.88 mm (0.625 in) | 200 mm² | 1.556 kg/m (1.043 lb/ft) |
| #6 | #19 | 19.05 mm (0.750 in) | 284 mm² | 2.240 kg/m (1.502 lb/ft) |
| #7 | #22 | 22.23 mm (0.875 in) | 387 mm² | 3.049 kg/m (2.044 lb/ft) |
| #8 | #25 | 25.40 mm (1.000 in) | 509 mm² | 3.982 kg/m (2.670 lb/ft) |
| #9 | #29 | 28.65 mm (1.128 in) | 645 mm² | 5.071 kg/m (3.400 lb/ft) |
| #10 | #32 | 32.26 mm (1.270 in) | 819 mm² | 6.418 kg/m (4.303 lb/ft) |
| #11 | #36 | 35.81 mm (1.410 in) | 1006 mm² | 7.924 kg/m (5.313 lb/ft) |
| #14 | #43 | 43.00 mm (1.693 in) | 1452 mm² | 11.41 kg/m (7.650 lb/ft) |
| #18 | #57 | 57.33 mm (2.257 in) | 2581 mm² | 20.28 kg/m (13.60 lb/ft) |
Metric bar sizes
| Diameter | Area | Mass |
|---|---|---|
| 6 mm | 28.3 mm² | 0.222 kg/m |
| 8 mm | 50.3 mm² | 0.395 kg/m |
| 10 mm | 78.5 mm² | 0.617 kg/m |
| 12 mm | 113 mm² | 0.888 kg/m |
| 16 mm | 201 mm² | 1.579 kg/m |
| 20 mm | 314 mm² | 2.467 kg/m |
| 25 mm | 491 mm² | 3.855 kg/m |
| 32 mm | 804 mm² | 6.316 kg/m |
| 40 mm | 1257 mm² | 9.868 kg/m |
Handy formulas
- Metric mass per metre: kg/m = d² ÷ 162, where d is the diameter in millimetres. A 12 mm bar is 144 ÷ 162 = 0.889 kg/m.
- Imperial mass per foot: lb/ft ≈ 2.67 × (bar number ÷ 8)². A #5 bar is 2.67 × 0.3906 = 1.043 lb/ft.
- Cross-sectional area: A = π × d² ÷ 4.
Frequently asked questions
Common mistakes to avoid
- Reading the bar number as millimetres. A #4 bar is 12.7 mm, not 4 mm.
- Using the deformed outer dimension for area instead of the nominal diameter.
- Mixing soft metric and true metric designations in one bar schedule.
- Estimating steel weight from length alone — always convert through area, or use 0.888 kg/m for a 12 mm bar as a sanity check.
Sources and standards
Bar designations, nominal diameters and nominal mass per metre follow ASTM A615/A615M for the US series; the metric sizes in the table are the same bars under their soft-metric designations. Mass is calculated from the nominal diameter with steel at 7,850 kg/m³, so a delivered bar can differ slightly from the nominal figure.
- ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
- NIST Special Publication 811 - Guide for the Use of the SI
Rebar size chart
Imperial bar sizes are eighths of an inch: #3 is 3/8 in, #4 is 1/2 in, and #8 is 1 in. Metric sizes are the nominal diameter in millimetres, so #4 is close to 12 mm but not identical — they are separate standards, not conversions.
| Imperial bar | Diameter | Metric bar | Weight |
|---|---|---|---|
| #3 | 3/8 in | 10 mm | 0.376 lb/ft |
| #4 | 1/2 in | 12 mm | 0.668 lb/ft |
| #5 | 5/8 in | 16 mm | 1.043 lb/ft |
| #6 | 3/4 in | 20 mm | 1.502 lb/ft |
| #7 | 7/8 in | 22 mm | 2.044 lb/ft |
| #8 | 1 in | 25 mm | 2.670 lb/ft |
| #10 | 1¼ in | 32 mm | 4.303 lb/ft |
Rebar calculator
For a slab, divide the span by the spacing and add one bar for the edge, then multiply by the number of rows in the other direction. A 6 m × 4 m slab at 200 mm spacing each way needs 21 bars at 6 m and 31 bars at 4 m — 126 m plus laps of about 40 diameters. Multiply metres by the weight per metre from the chart to get the order weight.