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Raft Foundation Calculator — Slab, Edge Beam & Mesh

Calculate raft foundation concrete volume, edge beam depth, top and bottom mesh reinforcement and blinding.

200mm typical domestic

Total depth from top of slab (incl. slab). 450mm typical: a 450mm beam under a 200mm slab projects 250mm below it.

Safety notice

Structural elements must be designed or checked by a structural engineer before construction. Treat these figures as initial guidance for planning and budgeting, not a structural design.

How We Calculate This

This calculator determines the concrete volume, mesh reinforcement and blinding layer for a raft foundation with thickened edge beams.

Concrete volume

Slab Concrete = Raft Area × Slab Depth
Edge Beam Concrete = Perimeter × Beam Width × Extra Depth
Total = Slab + Edge Beam concrete

The edge beam is a thickening of the slab, so Extra Depth = Edge Beam Depth − Slab Depth (only the part of the beam projecting below the slab is added — the slab volume is already counted once over the full area). Edge Beam Depth is the total depth measured from the top of the slab.

Edge beam volume uses the full perimeter × width, which double-counts the four corner squares (4 × width² × Extra Depth). This is a small, deliberately conservative over-estimate (about 1% of the total here) that acts as a waste allowance for a single continuous pour — order to your engineer’s detailed schedule for the exact figure.

Mesh

Mesh Sheets = (Raft Area × Layers × (1 + Overlap%)) / Sheet Area
Two layers (top + bottom) with 15% overlap allowance. Standard BS 4483 sheet size: 4.8m × 2.4m (11.52 m²). A252 and A393 both come in this sheet, so the sheet count is the same for either mesh type — the difference is wire size and steel weight.

Estimating only — a structural engineer must design the raft (slab and beam depths, mesh grade, edge-beam rebar) to BS EN 1997-1 (Eurocode 7), BS 8004 and NHBC Chapter 4.4 for your ground and loads.

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Last updated: March 2026

Verified against UK standards · estimates only, confirm with your supplier.