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Slab Reinforcement – Mesh, Chairs & Ties

Quick answer

Slab mesh layout: bottom bars both ways, alternate top bars over supports, chairs at 1 m grid, tie wire at 0.4 kg per 100 kg of steel.

Figures are estimates from this calculator’s standard formula — adjust the inputs in the tool below for your exact number.

How does the slab reinforcement calculator work?

Steel kg/m² = 2 × (Bar kg/m ÷ Spacing); Chairs = Area; Tie Wire = Steel × 0.004

A reliable slab reinforcement takeoff follows one rule: measure twice, order once. The calculator converts your slab area, bar size and spacing grid into dependable quantities using Steel kg/m² = 2 × (Bar kg/m ÷ Spacing); Chairs = Area; Tie Wire = Steel × 0.004, then adds the waste margin that experienced builders apply by default. Example: Ø12 @ 15 cm both ways: 2 × (0.888 ÷ 0.15) = 11.8 kg/m² - a 50 m² slab carries 590 kg of steel. Field tip: chairs every 1 m² keep top steel in place during the pour - stepping on mesh buries it. The result is broken down into purchasable units - bags, sheets, rolls or truck loads - so you can order the nearest whole unit without overbuying, and every figure traces back to the formula shown above.

  1. 1

    Take dimensions

    Note the slab area, bar size and spacing grid for the area you are covering or filling.

  2. 2

    Run the calculation

    The calculator applies Steel kg/m² = 2 × (Bar kg/m ÷ Spacing); Chairs = Area; Tie Wire = Steel × 0.004 the moment you type.

  3. 3

    Check the breakdown

    Compare base quantity and waste-adjusted totals side by side.

  4. 4

    Plan the purchase

    Use the final figure to price and schedule the delivery.

Use Cases

Electrical conduit fill

NEC 40% fill checks for slab reinforcement wire pulls.

Scaffold planning

Bay, lift and tie counts for compliant slab reinforcement.

Anchor and embed setting

Spacing and edge distances for slab reinforcement baseplates.

Common Mistakes

  • Mixing pipe standards

  • Underestimating bends

  • Skipping scaffold ties

FAQs

Steel per m² of slab?

Ø10 @ 20: 7.9 kg/m²; Ø12 @ 20: 8.9 kg/m²; Ø12 @ 15: 11.8 kg/m² - typical residential range 8-12 kg/m².

Top steel over supports?

Alternate top bars Ø10-12 at 2× bottom spacing over beams - about 25% of the bottom steel weight.

Tie wire and chairs per slab?

Tie wire 4 kg and 40 chairs per tonne of steel - a 590 kg slab takes 2.4 kg of 1.6 mm wire.

Concrete cover under slab steel?

50 mm against ground, 20-25 mm interior exposure - chairs set the cover before the pour.