Concrete Calculator
Full breakdown of cement, sand and gravel for any concrete volume.
OpenCalculate concrete volume, gravel sub-base and wire mesh for a ground-floor slab on grade — patio, garage, shed or workshop.
Calculates slab area, concrete volume (with waste), gravel sub-base volume and estimated wire mesh area for a simple rectangular ground floor slab.
Area = length × width. Concrete = area × thickness. Concrete with waste = concrete × (1 + waste %). Gravel = area × sub-base depth. Mesh = area × 1.08 (for laps and cuts).
A slab of 5 m × 4 m × 10 cm: area = 20 m². Concrete = 2.0 m³. With 8% waste: 2.16 m³. Gravel (8 cm): 1.6 m³. Mesh: 21.6 m².
Patios, sheds and light foot traffic: 10 cm (4 in). Garages: 12–15 cm (5–6 in). Driveways: 12–15 cm (5–6 in). Any vehicular or heavy load: consult a structural engineer.
Elevated slabs, slabs on fill, slabs with post-tension, structural slabs and any slab carrying vehicles or heavy equipment require engineered design.
The sub-base (crushed stone or gravel layer under the slab) serves three critical functions: it distributes loads, provides drainage and prevents differential settlement. Getting it wrong is the leading cause of cracked slabs. Key requirements:
Wire mesh (welded wire fabric / WWF) provides crack control, not structural capacity. It keeps cracks tight if they form due to shrinkage or minor ground movement. It does not prevent cracks or carry loads. For structural slabs — vehicle traffic, heavy point loads or uncertain soil — designed rebar is needed. This calculator estimates mesh area only; a structural engineer must design rebar layouts.
10 cm (4 in) for light residential use. 12–15 cm for garages and driveways. Heavier loads require engineering.
Yes, strongly recommended. Typically 8–15 cm of compacted crushed stone improves drainage and prevents differential settlement.
Recommended for crack control. It does not add structural capacity — for that you need rebar designed by an engineer.
Length × width × thickness, add 8–10% waste. For a 5×4 m slab at 10 cm: 2.0 m³ + 8% = 2.16 m³.
Slabs for vehicle traffic, ampliations, foundations or uncertain soil conditions must be reviewed by a structural engineer. Ground conditions (fill, clay, high water table) significantly affect slab design.