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Reinforcing mesh calculator
Estimate whole reinforcing mesh sheets and a bar-chair count for a rectangular slab in the UK. Enter the sheet lap and chair spacing from your project documents. Tie wire is only estimated when you enter a rate supplied for the job.
Your result
Your plan starts
with a few details.
Enter the slab size, specified lap and bar-chair spacing, then calculate to see sheet and chair quantities.
How it works
Choose the documented local sheet type and enter the slab length, width, lap between adjacent sheets and maximum bar-chair spacing. The calculator compares both sheet orientations and chooses the grid with fewer whole sheets. It does not reuse trimmed offcuts, so treat the result as a conservative rectangular take-off.
The sheet dimensions are sourced separately for each country. The listed Australian SL72 and SL82 sheets are 6.0 x 2.4 m. The listed UK A142 and A193 sheets are 4.8 x 2.4 m. Suppliers may carry other sizes or product variants, so confirm that the selected sheet is available before ordering.
Enter a lap value from the structural drawings or reinforcement supplier. The calculator counts sheet-to-sheet joints in its chosen grid, it does not choose a lap length, decide which wires must overlap or check whether the reinforcement design is suitable.
Bar chairs are estimated as a rectangular grid with points along both slab edges and gaps no greater than your entered spacing. No general UK spacing value is assumed. Enter the spacing from the project design or your reinforcement supplier.
Formula
Calculate the slab area
Slab area = slab length × slab widthUse the rectangular slab dimensions entered in the worksheet.
Count sheets in each orientation
1 + ceil((dimension − sheet size) ÷ (sheet size − lap))A dimension that fits one sheet uses one sheet. Repeat for both slab dimensions and both sheet orientations, then choose the layout with fewer whole sheets.
Count sheet joints
(sheets along length − 1) × sheets across + (sheets across − 1) × sheets along lengthThis counts adjacent sheet-to-sheet joints in the selected grid.
Estimate bar chairs
(ceil(slab length ÷ chair spacing) + 1) × (ceil(slab width ÷ chair spacing) + 1)The estimate assumes support lines at the perimeter and equal spacing between them.
Estimate tie wire when a rate is supplied
Tie wire kg = slab area × entered rate in g/m² ÷ 1,000If no project or supplier rate is entered, tie wire is shown as not estimated.
Worked example
Set the example inputs
4 m × 4 m slab, 200 mm lapUsing A142 reinforcing fabric sheets sized 4.8 × 2.4 m, enter a 900 mm bar-chair spacing. The 200 mm lap is only an example input for showing the arithmetic, it is not a recommendation.
Count sheets, joints and chairs
1 × 2 = 2 sheets, 1 lap joint, 36 bar chairsThe slab area is 16 m². Tie wire is not estimated because no project or supplier rate was entered.
Check the spacing context
The UK example enters 900 mm solely to demonstrate the count, this is not a recommended or code-approved spacing. Enter the spacing shown on the project design or specified by your reinforcement supplier.
Assumptions and limits
This tool is a material take-off, not a structural design. It does not select a reinforcement grade or layer, calculate bar size, check loads or soil conditions, set concrete cover, size edge beams, or decide sheet lap geometry. A structural engineer or approved project design must specify those details.
The cited UK product page verifies the sheet sizes and mesh grades, but does not establish a structural lap value or chair spacing.
An entered lap is applied in both sheet directions for the sheet-count estimate. The result counts adjacent sheet joints, not tie points. It does not calculate wire ties or determine the kilograms of tie wire from the number of joints. Enter a tie-wire rate only when a supplier or project specification provides one, otherwise the page reports that quantity as not estimated.
The bar-chair count is a grid estimate, not a fixing plan. It includes a row of supports along each slab edge and rounds each dimension up to enough equal intervals to stay within the entered spacing. Corners, penetrations, laps, mesh weight, construction access and the chair product can require a different layout or additional supports.
Sheet data names specific local products and stated dimensions, not every product stocked in that country. Verify the product, sheet dimensions, lap, chair type and pack size with the supplier and the project engineer before purchase or placement.
Frequently asked questions
How many A142 mesh sheets do I need?
Enter the slab dimensions, sheet lap and the locally sourced sheet size. For the 4 m x 4 m example above, the estimate is 2 sheets. The result is only a take-off, an engineer or project drawing must specify the mesh grade and lap.
What does the lap input mean?
It is the overlap used between neighbouring sheets in the layout estimate. Enter the value from your drawings or supplier. The calculator does not decide whether that lap meets structural requirements.
How are bar chairs counted?
The calculator lays out grid points on both slab edges, then uses enough equal intervals to keep their spacing at or below your input. The example gives 36 chairs at 900 mm input spacing. A real installation may need more supports around laps, edges or penetrations.
Why is tie wire not shown as a quantity?
No single tie-wire consumption rate or pack size applies to every mesh layout and installation. Leave the optional rate blank to see “Not estimated,” or enter a rate specified by your supplier or project documents to get a mass estimate.
Does this calculator tell me whether the mesh type is suitable?
No. The tool estimates quantities for the selected sheet. It does not select a structural mesh grade or confirm that a mesh type, cover, lap, chair spacing or slab design is appropriate.
Sources
Specs as of:
