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Mesh, spacers, chairs and tying

Spacers or chairs for an area at given centres

n=106sxsyN=⌈An(1+w100)⌉
where
n
spacers per m²
sx, sy
spacer centres each way (mm)
N
spacers to order
A
area of the mat (m²)
w
allowance for edges, laps and breakage (%)
Explain this equation

Estimates the number of spacers or chairs needed for a mat of reinforcement at the centres you choose.

sx and sy are the spacer centres in each direction, so n is the number of spacers in each square metre. A is the area of the mat and w an extra allowance for edges, laps and breakage. N is the number to order.

A square metre is 10⁶ mm², so dividing that by the area each spacer looks after, sx × sy, gives spacers per m². Multiplying by the area and the allowance, then rounding up, gives a whole number to order.

Sense check: spacers at 1 m centres give one per m², so 50 m² with 10 per cent extra is 55. At 500 mm centres each way you need four times as many.

Watch out: light mesh and areas that will be walked on need closer centres than heavy bar, and spacers should be staggered so they do not form a line of weakness.

Estimates how many spacers or chairs a mat of reinforcement needs from the spacing you set them at.

m²
%

Enter your values to see the result.

Good to know

Spacing is an input because it depends on the bar size, the load from foot traffic and concrete, and the support type. LABC guidance for foundations is no more than 1 m centres for spacers; supplier guidance for loose bars is a chair every 500–800 mm along each bar, and about five chairs per 4.8 × 2.4 m mesh sheet. BS 7973-2 sets out how spacers and chairs should be fixed and staggered. Use heavy-duty spacers for bars over 20 mm and closer centres for light mesh that sags between supports.

Common mistake

Spacing spacers too far apart under light mesh, so it is trodden down to the formation and loses its cover.

Limits

Regular grid over a rectangular area. Edges, openings, laps and top-mat chairs on cantilevers may need extra supports. Follow the specification where it gives spacer centres.

Sources

Results are calculations from the published methods and figures shown, and depend on the data you enter. Always work to the engineer’s drawings and bending schedules, BS 8666, BS EN 1992, BS EN 1090-2, BS 5531/the BCSA National Structural Steelwork Specification and manufacturers’ data. Lifting must be planned under LOLER by a competent person.

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