Rebar Calculator
Free rebar calculator: bar count, lap splices, total length, stock bars to buy, weight and cost for footings, walls and columns. Imperial and metric.
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How the Rebar Calculator Formula Works
The calculator starts with the number of bars. You can type it in, or let the calculator work it out from a run length and a spacing, which is the run divided by the spacing, rounded down, plus one for the end bar. Multiply by the number of sets to cover several footings, columns, faces or layers.
Next it adds laps. A bar that is longer than one stock bar has to be joined, and each join overlaps by the lap length, which you set in bar diameters. Longer bars are made from whole stock bars lapped together. Shorter bars are cut from stock, and the calculator counts how many pieces fit in each stock bar.
Finally it adds your waste allowance and rounds up to whole stock bars. Weight is the total length multiplied by the nominal weight per foot for the bar size, taken from the ASTM A615 table. Cost is the number of stock bars times the price you enter.
stock bars = ceil( bars × (L + laps × lap) / stock length ) × (1 + waste); weight = total length × weight per foot- Lft or mFinished length of one bar, before laps.
- lapbar diametersLength of overlap at each splice, as a number of nominal bar diameters.
- stock lengthft or mLength of a bar as delivered: 20 ft or 40 ft, or 6 m or 12 m.
- waste%5Extra allowance for cutting, trimming and damage.
- weight per footlb/ft or kg/mNominal mass of the chosen bar size from the ASTM A615 table.
- L
- ft or m
- Finished length of one bar, before laps.
- lap
- bar diameters
- Length of overlap at each splice, as a number of nominal bar diameters.
- stock length
- ft or m
- Length of a bar as delivered: 20 ft or 40 ft, or 6 m or 12 m.
- waste
- %
- Extra allowance for cutting, trimming and damage.
- weight per foot
- lb/ft or kg/m
- Nominal mass of the chosen bar size from the ASTM A615 table.
Using the Rebar Calculator
Enter units
Choose from Feet and inches, Metres and centimetres.
Enter bar size
Choose from #3 (No. 10, 3/8 in, 9.5 mm), #4 (No. 13, 1/2 in, 12.7 mm), #5 (No. 16, 5/8 in, 15.9 mm), #6 (No. 19, 3/4 in, 19.1 mm), #7 (No. 22, 7/8 in, 22.2 mm), #8 (No. 25, 1 in, 25.4 mm), #9 (No. 29, 1 1/8 in, 28.7 mm), #10 (No. 32, 1 1/4 in, 32.3 mm), #11 (No. 36, 1 3/8 in, 35.8 mm).
Enter how to count the bars
Choose from I know the number of bars, Bars at a spacing along a run.
Enter number of bars in one set
Type the figure you already have, then press Calculate.
Enter run the bars are spread along (feet or metres)
Type the figure you already have, then press Calculate.
Enter spacing between bars (inches or cm)
Type the figure you already have, then press Calculate.
Enter length of each bar (feet or metres)
Type the figure you already have, then press Calculate.
Enter number of sets (footings, columns, faces or layers)
Type the figure you already have, then press Calculate.
Enter lap splice length (bar diameters, 0 for none)
Type the figure you already have, then press Calculate.
Enter stock bar length
Choose from 20 ft bars (6 m in metric), 40 ft bars (12 m in metric).
Enter waste allowance (%)
Type the figure you already have, then press Calculate.
Enter price per stock bar (placeholder, enter yours)
Type the figure you already have, then press Calculate.
Read the result
Press Calculate to update the result. Until you do, the last result is dimmed and marked as out of date, so you always know which numbers belong to the values in the boxes.
A Real Worked Example
A continuous footing is 60 ft long and the drawing shows three #5 bars along it. #5 has a nominal diameter of 0.625 in, so a 40 diameter lap is 25.0 in or 2.083 ft. Twenty foot bars cover 20 ft each, so one bar needs 3 laps to reach 60 ft.
Each finished bar is 60 + 3 × 2.083 = 66.250 ft. Three bars make 198.75 ft of steel, which weighs 198.75 × 1.043 = 207.30 lb. Each bar is built from 4 stock bars, so three bars use 12 stock bars, and 5 percent waste rounds that up to 13. At the placeholder $12.00 per bar the steel costs $156.00.
Wall verticals at a spacing, two faces
A 24 ft wall has #4 vertical bars 8 ft long at 16 in spacing on both faces. The run is 24 × 12 = 288 in, and 288 / 16 = 18 spaces, so there are 18 + 1 = 19 bars on each face and 38 in total.
An 8 ft bar fits 2 times in a 20 ft stock bar, with 4 ft left over. 38 bars need 19 stock bars, and 5 percent waste makes 20. The steel is 38 × 8 = 304 ft, and at 0.668 lb per foot it weighs 203.07 lb.
Six columns, long bars
Six columns each have four #6 vertical bars 12 ft long. That is 24 bars and 288 ft. With 40 ft stock bars, three 12 ft pieces fit in each (36 ft used, 4 ft left), so 24 / 3 = 8 stock bars, and 5 percent waste rounds up to 9.
At 1.502 lb per foot the steel weighs 432.58 lb. Ties and stirrups are not included, so add them from the bar schedule.
Metric: ten No. 16 bars
Ten No. 16 bars (the metric name for #5) are 5.5 m long and come in 12 m stock lengths. Two pieces fit in each stock bar, using 11 m, so ten bars need 5 stock bars. Five percent waste makes 6.
The steel is 10 × 5.5 = 55.0 m, and at 1.552 kg per metre it weighs 85.36 kg, or 188.2 lb. The result also shows 180.4 ft for suppliers who quote in feet.
Metric wall at 20 cm spacing
A 6 m wall has No. 13 (#4) vertical bars 3 m long at 20 cm spacing. The run is 600 cm, 600 / 20 = 30 spaces, so there are 31 bars.
Two 3 m pieces make one 6 m stock bar, so 31 bars need 16 stock bars and 5 percent waste makes 17. The steel is 93.0 m, which at 0.994 kg per metre weighs 92.44 kg.
Two long #8 bars with a lap
Two #8 bars are each 45 ft long and come as 40 ft stock. #8 is 1 in in diameter, and a 50 diameter lap is 50 in or 4.167 ft. One lap is enough, because 40 + 40 − 4.167 = 75.833 ft covers 45 ft.
Each bar is 45 + 4.167 = 49.167 ft, two bars total 98.333 ft, and at 2.670 lb per foot they weigh 262.55 lb. Each bar uses 2 stock bars, so you buy 4, with the second piece trimmed.
What Else to Know
How this rebar calculator works
Pick the bar size, say how you want to count the bars, enter the length of each bar, and the calculator returns the number of stock bars to buy, the total length, the weight and a cost. It is built for the quantity side of reinforcing steel. You tell it what the drawings call for, and it turns that into an order.

There are two ways to count. In the first you type the number of bars, which suits footings, beams and columns where the detail says 'three bars continuous' or 'four vertical bars'. In the second you give a run and a spacing, which suits walls and anything with bars at a pitch such as 16 inches on centre. The spacing mode divides the run by the spacing, rounds down and adds one for the end bar, so a 24 ft wall at 16 inches has 19 bars.
The 'sets' box multiplies the whole job. Use it for six identical columns, two faces of a wall, or two layers of steel. It keeps the entry simple: describe one member, then say how many.

The calculator does not choose a bar size or a spacing. Those come from the structural drawings, an engineer or the local code. Think of this page as the take-off sheet that sits beside the drawings.
Rebar sizes, diameters and weight per foot
In the United States a rebar number is its diameter in eighths of an inch. A #4 bar is four eighths, or half an inch. A #8 is a full inch. The bar size table lists the nominal diameter, area and weight for #3 to #11, using the values in the ASTM A615 standard for deformed carbon-steel bars. Metric names are rounded diameters in millimetres, so #4 is No. 13.

Weight per foot grows quickly with size because it follows the area. A #3 bar weighs 0.376 lb per foot and a #8 bar weighs 2.670, about 7.1 times as much for 2.67 times the diameter. That is why changing one bar size on a big job moves the total weight and the cost.
The 'nominal' diameter is the diameter of a plain round bar with the same weight per foot as the deformed bar. The ribs make the outside slightly bigger, which matters when you check cover and clearances but not when you order. A 20 ft bar of #4 weighs about 13.4 lb, and a 20 ft bar of #5 weighs about 20.9 lb.

Counting bars for footings, walls and columns
Most small jobs reduce to a count multiplied by a length. For a continuous footing, the count is the number of longitudinal bars on the detail and the length is the footing length. The footing table shows three #5 bars for footings from 20 to 150 ft. A 20 ft footing needs no laps at all, while a 60 ft footing needs 3 laps in every bar.

For a wall, use the spacing mode. The wall table shows how the number of vertical bars on a 24 ft wall changes with spacing: 13 bars at 24 inches, 19 at 16 inches and 37 at 8 inches. Set sets to 2 when there is a bar curtain on each face. Horizontal bars are a second job: enter the wall height as the run, the horizontal spacing, and the wall length as the bar length.

For columns, enter the vertical bars per column as the count, the column height plus any dowel or lap as the bar length, and the number of columns as sets. The column table shows what happens to the order for four #6 bars in columns 12 ft tall. Ties, stirrups, hooks and bent shapes are cut and bent to a bar schedule, so take those lengths from the schedule and add them separately.
Lap splices and stock bar lengths
Rebar is sold straight, usually in 20 ft or 40 ft lengths in the US and 6 m or 12 m elsewhere. When a bar must be longer than one stock bar, two bars overlap, and the overlap is the lap splice. Reinforcement can also be anchored by embedding it deeply, and one reference gives 40 to 60 bar diameters for that kind of embedment, which is why 40 diameters is the default lap here. It is a planning figure only. The lap on your job comes from the drawings, and it changes with bar size, steel grade and concrete strength.

The lap table shows the lap lengths for 30, 40 and 50 diameters. A #4 lap at 40 diameters is 20 inches, and a #8 lap is 40 inches. Each lap uses up that much bar, so a footing with many splices needs more steel than its plain length suggests.

The calculator builds long bars from whole stock bars. One lap covers 2 x stock - lap, two laps cover 3 x stock - 2 x lap, and so on. It never reuses an offcut, so the answer leans a little high on purpose. Shorter bars are cut from stock, and the box 'pieces cut from one stock bar' tells you how many fit. Cutting 6 ft pieces from a 20 ft bar gives 3 pieces and 2 ft of scrap. Mechanical couplers are another way to join bars, and they replace the lap, so set the lap to 0 if you use them.
Rebar weight, waste and cost
Weight is total length times the nominal weight per foot. Example 1 has 198.75 ft of #5 steel, which is 207.3 lb. The calculator shows weight without waste and with waste, in both pounds and kilograms, so you can check it against a delivery ticket or a freight limit. Short tons are pounds divided by 2,000, and the stock bar table gives the number of bars in a ton for every size.
Waste covers cutting, trimming and the occasional damaged bar. The default of 5 percent is a typical allowance. Raise it for complex cutting and lower it when a supplier cuts to a schedule. The waste table shows how the allowance changes the bars to buy for Example 1.
Cost is the number of stock bars times a price you enter. The default of $12.00 per bar is a placeholder so that the result shows on first load. Rebar prices move with the steel market, bar size and region, so replace it with a current quote. If your quote is per pound or per hundredweight, multiply by the order weight shown, or divide the quote by the stock bar weight in the stock bar table.
Metric rebar and rebar per square metre
Switch the units to metric and the page asks for metres and centimetres, uses the kilograms per metre column of the table and offers 6 m and 12 m stock bars. Bars appear with their soft-metric names, so #5 is No. 16 and #8 is No. 25. These are rounded versions of the same US bars. True metric bars, with sizes like 10, 12, 16 and 20 mm, are a different series with different diameters and weights, so choose the size your supplier actually lists.
To estimate steel per square metre of a slab or wall, count the metres of bar in one square metre. With bars every s centimetres in both directions, that is 2 × 100 / s metres of bar. The square metre table gives the weight per square metre for No. 13 bars. At 20 cm spacing it is 9.94 kg per square metre, so 100 m2 holds roughly 994 kg before edge setback and laps. This is a shortcut for budgeting. For an exact slab order use the real length and width and count the edge bars.
If your plans give steel in kilograms per cubic metre of concrete, that is a design quantity. Multiply it by the concrete volume to cross-check, and treat any gap against the bar-by-bar count as a reason to look at the drawings.
Limits, mistakes and getting the order checked
This calculator estimates a quantity. It is not a structural design tool and it does not replace the drawings, an engineer or the local building code. The bar size, spacing, cover, lap length, bends, hooks and the steel grade all come from the structural design. Have an engineer or inspector check reinforcement for foundations, walls, columns, beams and slabs before concrete goes in.

The common mistakes are easy to avoid. Using a bar count from the wrong detail, forgetting a second curtain of steel in a wall, ignoring the laps on long runs and forgetting that corner and step bars are separate pieces will all leave the order short. Counting each end of a run twice is the usual way to end up with one bar too many. Rounding the order to whole stock bars is right, but keep an eye on offcuts, because a good supplier or a good crew can reuse them.
Reinforcement also has to be held at the right height and covered by the right thickness of concrete. Bar chairs or supports, and ties, keep it in place while the pour goes in, and the cover figure is on the drawings. Cover for concrete cast against the ground is 3 inches in the ACI 318-19 code table, which is one reason footing steel is not placed hard against the earth.
Related calculators
Reinforcing steel is only part of a concrete or masonry job. For the base under a slab or footing, the gravel calculator works out the stone volume and tons. If your wall is built from concrete masonry units with steel in the cores, the CMU block calculator counts the blocks, and the stone calculator covers facing or fill. For timber formwork and bracing, the board foot calculator turns lumber sizes into board feet.
Keep the drawings, the bar schedule and your supplier's quote beside this page, and treat the numbers here as the first pass of a take-off that you confirm before you order.
Reference Tables
| Bar size | Metric name | Nominal diameter (in) | Nominal diameter (mm) | Area (sq in) | Area (sq mm) | Weight (lb per ft) | Weight (kg per m) |
|---|---|---|---|---|---|---|---|
| #3 | No. 10 | 0.375 | 9.5 | 0.11 | 71 | 0.376 | 0.560 |
| #4 | No. 13 | 0.500 | 12.7 | 0.20 | 129 | 0.668 | 0.994 |
| #5 | No. 16 | 0.625 | 15.9 | 0.31 | 200 | 1.043 | 1.552 |
| #6 | No. 19 | 0.750 | 19.1 | 0.44 | 284 | 1.502 | 2.235 |
| #7 | No. 22 | 0.875 | 22.2 | 0.60 | 387 | 2.044 | 3.042 |
| #8 | No. 25 | 1.000 | 25.4 | 0.79 | 510 | 2.670 | 3.973 |
| #9 | No. 29 | 1.128 | 28.7 | 1.00 | 645 | 3.400 | 5.060 |
| #10 | No. 32 | 1.270 | 32.3 | 1.27 | 819 | 4.303 | 6.404 |
| #11 | No. 36 | 1.410 | 35.8 | 1.56 | 1006 | 5.313 | 7.907 |
| Bar size | 20 ft bar (lb) | 40 ft bar (lb) | 20 ft bars per ton | 40 ft bars per ton |
|---|---|---|---|---|
| #3 | 7.5 | 15.0 | 266.0 | 133.0 |
| #4 | 13.4 | 26.7 | 149.7 | 74.9 |
| #5 | 20.9 | 41.7 | 95.9 | 47.9 |
| #6 | 30.0 | 60.1 | 66.6 | 33.3 |
| #7 | 40.9 | 81.8 | 48.9 | 24.5 |
| #8 | 53.4 | 106.8 | 37.5 | 18.7 |
| #9 | 68.0 | 136.0 | 29.4 | 14.7 |
| #10 | 86.1 | 172.1 | 23.2 | 11.6 |
| #11 | 106.3 | 212.5 | 18.8 | 9.4 |
| Bar size | Diameter (in) | 30 diameters (in) | 40 diameters (in) | 50 diameters (in) | 40 diameters (ft) |
|---|---|---|---|---|---|
| #3 | 0.375 | 11.2 | 15.0 | 18.8 | 1.25 |
| #4 | 0.500 | 15.0 | 20.0 | 25.0 | 1.67 |
| #5 | 0.625 | 18.8 | 25.0 | 31.2 | 2.08 |
| #6 | 0.750 | 22.5 | 30.0 | 37.5 | 2.50 |
| #7 | 0.875 | 26.2 | 35.0 | 43.8 | 2.92 |
| #8 | 1.000 | 30.0 | 40.0 | 50.0 | 3.33 |
| Footing length (ft) | Laps per bar | Length per bar (ft) | Total length (ft) | Stock bars to buy | Weight (lb) |
|---|---|---|---|---|---|
| 20 | 0 | 20.00 | 60.0 | 4 | 63 |
| 40 | 2 | 44.17 | 132.5 | 10 | 138 |
| 60 | 3 | 66.25 | 198.8 | 13 | 207 |
| 80 | 4 | 88.33 | 265.0 | 16 | 276 |
| 100 | 5 | 110.42 | 331.2 | 19 | 345 |
| 150 | 8 | 166.67 | 500.0 | 29 | 521 |
| Spacing (in) | Bars on one face | Bars on two faces | 8 ft bars on two faces: stock bars (20 ft, 5% waste) | Total length, two faces (ft) |
|---|---|---|---|---|
| 8 | 37 | 74 | 39 | 592 |
| 12 | 25 | 50 | 27 | 400 |
| 16 | 19 | 38 | 20 | 304 |
| 18 | 17 | 34 | 18 | 272 |
| 24 | 13 | 26 | 14 | 208 |
| 36 | 9 | 18 | 10 | 144 |
| Columns | Vertical bars | Pieces per 40 ft bar | Stock bars to buy | Weight of steel (lb) |
|---|---|---|---|---|
| 1 | 4 | 3 | 3 | 72 |
| 2 | 8 | 3 | 4 | 144 |
| 4 | 16 | 3 | 7 | 288 |
| 6 | 24 | 3 | 9 | 433 |
| 10 | 40 | 3 | 15 | 721 |
| 20 | 80 | 3 | 29 | 1,442 |
| Placeholder price per bar | Stock bars | Cost | Cost per pound of steel ordered |
|---|---|---|---|
| $8.00 | 13 | $104.00 | $0.48 |
| $10.00 | 13 | $130.00 | $0.60 |
| $12.00 | 13 | $156.00 | $0.72 |
| $15.00 | 13 | $195.00 | $0.90 |
| $18.00 | 13 | $234.00 | $1.08 |
| US bar | Metric name | Diameter (mm) | Weight (kg per m) | 6 m bar (kg) | 12 m bar (kg) |
|---|---|---|---|---|---|
| #3 | No. 10 | 9.5 | 0.560 | 3.36 | 6.72 |
| #4 | No. 13 | 12.7 | 0.994 | 5.96 | 11.93 |
| #5 | No. 16 | 15.9 | 1.552 | 9.31 | 18.62 |
| #6 | No. 19 | 19.1 | 2.235 | 13.41 | 26.82 |
| #7 | No. 22 | 22.2 | 3.042 | 18.25 | 36.50 |
| #8 | No. 25 | 25.4 | 3.973 | 23.84 | 47.68 |
| #9 | No. 29 | 28.7 | 5.060 | 30.36 | 60.72 |
| #10 | No. 32 | 32.3 | 6.404 | 38.42 | 76.85 |
| #11 | No. 36 | 35.8 | 7.907 | 47.44 | 94.88 |
| Spacing (cm) | Bars per metre each way | Bar length per m2 (m) | Weight per m2 (kg) | Weight per 100 m2 (kg) |
|---|---|---|---|---|
| 15 | 6.67 | 13.33 | 13.25 | 1,325 |
| 20 | 5.00 | 10.00 | 9.94 | 994 |
| 25 | 4.00 | 8.00 | 7.95 | 795 |
| 30 | 3.33 | 6.67 | 6.63 | 663 |
| 40 | 2.50 | 5.00 | 4.97 | 497 |
| Waste | Stock bars | Order length (ft) | Order weight (lb) |
|---|---|---|---|
| 0 % | 12 | 198.8 | 207.3 |
| 3 % | 13 | 204.7 | 213.5 |
| 5 % | 13 | 208.7 | 217.7 |
| 8 % | 13 | 214.7 | 223.9 |
| 10 % | 14 | 218.6 | 228.0 |
| 15 % | 14 | 228.6 | 238.4 |
| Example | Bars | Laps per bar | Total length | Weight | Stock bars |
|---|---|---|---|---|---|
| 1. Footing, 3 #5 bars, 60 ft | 3 | 3 | 198.8 ft | 207.3 lb | 13 |
| 2. Wall, #4 at 16 in, 24 ft, both faces | 38 | 0 | 304 ft | 203.1 lb | 20 |
| 3. Six columns, 4 #6 bars, 12 ft | 24 | 0 | 288 ft | 432.6 lb | 9 |
| 4. Metric, 10 No. 16 bars, 5.5 m | 10 | 0 | 55.0 m | 85.4 kg | 6 |
| 5. Metric wall, No. 13 at 20 cm | 31 | 0 | 93.0 m | 92.4 kg | 17 |
| 6. Two #8 bars, 45 ft, one lap | 2 | 1 | 98.33 ft | 262.5 lb | 4 |
Frequently Asked Questions About the Rebar Calculator
How do you calculate how much rebar you need?
Multiply the number of bars by the length of each bar, add any lap splices, then divide by the stock bar length and round up. Example 1 is three #5 bars over a 60 ft footing. Each bar needs 3 laps, so it runs 66.25 ft, the total is 198.75 ft, and 13 bars of 20 ft cover it with 5 percent waste. The calculator does each step for your own numbers.
How many pieces of rebar fit in a 20 ft bar?
Divide 20 by the cut length and round down. A 6 ft piece gives 3 pieces and leaves 2 ft of offcut, while a 10 ft piece gives 2 pieces with no offcut. The calculator reports pieces per stock bar for the length you enter, and it orders whole stock bars only, so offcuts that could be reused are counted as waste.
How much does a #4 rebar weigh per foot?
A #4 bar weighs 0.668 pounds per foot, or 0.994 kilograms per metre. A 20 ft stock bar weighs about 13.4 pounds, and a 40 ft bar about 26.7 pounds. These nominal weights come from the ASTM A615 table, and real bars can vary a little, so use the figure for ordering and freight rather than for anything that needs exact tonnage.
What is the diameter of #5 rebar?
A #5 bar has a nominal diameter of 0.625 inch (5/8 inch), which is 15.9 mm, and a nominal area of 0.31 square inch. The bar number is the diameter in eighths of an inch, so #5 is five eighths. In metric it is called No. 16. Deformed bars have ribs, so the measured outside size is a little larger than the nominal figure.
How long should a rebar lap splice be?
The lap length comes from the drawings or local code and depends on bar size, steel grade and concrete strength. For planning a quantity, many estimators use about 40 bar diameters, which is 20 inches for #4 and 25 inches for #5. The calculator takes the lap as a number of diameters that you can change, and it adds one lap length for each splice.
Can this rebar calculator work in metric?
Yes. Switch the units to metric and enter lengths in metres and spacing in centimetres. Bars are listed with their soft-metric names, so #5 appears as No. 16, and weights use the kilograms per metre column of the table. Example 4 uses ten No. 16 bars of 5.5 m and gets 55.0 m and 85.4 kg. Stock bars become 6 m or 12 m.
How do I calculate rebar in square meters?
For a grid of bars at the same spacing both ways, each square metre holds about 2 × 100 / spacing metres of bar, with spacing in centimetres. At 20 cm that is 10.0 m of bar, which weighs 9.94 kg for No. 13 bars. Multiply by the area for a quick figure. Edge setback and laps add a little, so count the edge bars and laps for an order.
Is there a rebar calculator app I can use?
You do not need an app. This page runs in the browser on a phone, tablet or computer, saves nothing to your device and works the same everywhere. Enter the bar size, the count or the spacing, the bar length and the lap, and the results update straight away. Add it to your home screen if you want quick access on site, and keep the drawings beside it for the sizes.
How do I work out steel rebar weight for a job?
Total length times weight per foot gives the steel weight. Example 1 has 198.75 ft of #5 at 1.043 lb per foot, so the steel weighs 207.3 pounds, and 217.7 pounds with 5 percent waste. Divide pounds by 2,000 for short tons. The calculator shows weight in pounds and kilograms side by side so you can check a delivery ticket.
How many bars do I need for a footing?
Count the continuous bars shown on the footing detail, often two to four, and multiply by the footing length plus laps. Three #5 bars along a 60 ft footing need 3 bars of 66.25 ft each. Add short bars for corners and steps from the drawings. Enter the continuous run here, then add the corner bars as a second set.
How many vertical bars go in a wall?
Divide the wall length by the spacing and add one. A 24 ft wall with vertical bars at 16 inches has 19 bars on each face, counting both end bars. Enter the run and spacing in spacing mode, and set the number of sets to 2 for two faces. The spacing and the number of curtains come from the wall design, not from this calculator.
How do I figure rebar for columns?
Count the vertical bars in one column, multiply by the number of columns, and use the column height plus any lap or dowel length. Six columns with four #6 bars of 12 ft make 24 bars and 288 ft. Ties or stirrups are separate bent bars and are not included, so measure those from the bar schedule on your drawings.
Should I add waste to a rebar order?
Yes, a small allowance is normal for cutting, trimming and the odd bent or damaged bar. The calculator applies it to the stock bars with a default of 5 percent. On Example 1, 0 percent needs 12 bars and 5 percent needs 13. Raise it for complex cutting, lower it if your supplier cuts and bends to a schedule.
What stock lengths does rebar come in?
Straight rebar is commonly sold in 20 ft and 40 ft lengths in the United States and 6 m and 12 m lengths in metric countries. Smaller bars may also come in shorter or coiled form, and suppliers can cut and bend to order. Choose the stock length your supplier actually delivers. Longer bars mean fewer laps, but they are harder to move and place by hand.
Do I round the number of bars up or down?
For spacing, count whole spaces and add one bar for the end. A 20 ft run at 12 inch spacing has 20 spaces and 21 bars. If the run is not a whole number of spaces, the last bar is placed at the end of the run and the last space is shorter, or you round down and adjust the spacing. For the order, the calculator always rounds stock bars up.
What is the cost of rebar per foot?
The price changes with the market, the size and your supplier, so the calculator asks for a price per stock bar and shows a placeholder of $12.00 that you should replace. At that placeholder, Example 1 costs $156.00 for 13 bars. Divide your quote by the bar length to get a price per foot, or by the weight to get a price per pound.
Does the calculator include tie wire and chairs?
No. It covers the bars only. Tie wire, bar chairs, spacers and mechanical couplers are separate items, and the amount depends on how you tie the cage and how many layers there are. Count tie points from your layout, and ask your supplier for the right bar supports for the cover on your drawings. Bar supports hold the steel at the specified height while the concrete is placed.
What is the difference between rebar and wire mesh?
Rebar is a hot-rolled deformed steel bar sold by size and length, while wire mesh is a welded grid of thinner wire sold in sheets or rolls. Both reinforce concrete, but they carry different loads and are specified differently. Which one a slab, footing or wall needs is a design decision for the drawings and the local code. This calculator handles bar only, not mesh sheets.
Can I use this for a concrete slab?
You can total the bars if you already know the count and length, but a slab grid with edge setback and bars in both directions is quicker with a dedicated slab layout tool. Bar size and spacing for a slab are chosen by the designer or the local code, particularly for driveways, garages and anything that carries load. Use this page when the bar schedule is already known.
Why do my numbers differ from the supplier's quote?
Suppliers round to whole bars, add cut and bend charges, and may use a different lap or waste figure. Their weights come from the nominal mass table, the same as here, but bent bars, hooks and stirrups add length that this tool does not model. Compare bar counts and lengths first, then the lap assumption, and ask which stock length the quote uses.
Can I build a structure from this calculation?
No. This is an estimator for ordering steel. It does not check strength, bar size, spacing, cover, lap length, bend details or code compliance. Reinforcement for foundations, walls, columns and slabs must follow the structural drawings and the local building code, and an engineer should check structural work. Use the result to buy the right quantity, not to decide what the structure needs.
How accurate is the weight figure?
The weights use nominal masses from the ASTM A615 table, such as 0.668 lb per foot for #4. Real bars are allowed a small variation in mass, so a delivery can differ by a few percent. The estimate is good for budgeting and ordering. It does not include hooks, bends or wire, and lengths are measured straight, so detailed bar schedules may weigh more.
References
- [1] Wikipedia contributors. “Rebar: US rebar size chart (nominal diameter, area and mass), embedment lengths and mechanical couplers.” Wikipedia. Accessed 2026-10-08.
- [2] ASTM International. “A615/A615M Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.” ASTM International. Accessed 2026-10-08.
- [3] ACI Committee 302. “Guide for Concrete Floor and Slab Construction (ACI 302.1R-04), Chapter 3: supporting and tying deformed reinforcement.” American Concrete Institute. Accessed 2026-10-08.
- [4] American Concrete Institute. “Epoxy-coated reinforcement and cover depth against ground (ACI 318-19 Table 20.5.1.3.1: 3 in. cover against ground).” American Concrete Institute. Accessed 2026-10-08.
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