Concrete unit weight: 25 kN/m³ (reinforced concrete) Water unit weight: 10 kN/m³ (fresh water, g = 10 m/s²) Shell geometry: Walls on base slab; lid included only when toggled on Live load: 2 kPa over footprint (AS 1170.1 Table 3.1) Plan shape: Rectangular — modify for irregular or curved pools
D — Results
Concrete Volume
—m³
Water Volume
—m³
Pool Shell Weight
—kN
Water Weight
—kN
Total Weight (Pool + Water)
—kN
Footprint Area
—m²
Actual Bearing Pressure
—kPa
Bearing Capacity Utilisation
—%
E — Pile / Screw Pile Results
Full weight carried by piles. No surface bearing contribution assumed.
Minimum Number of Piles Required
—piles
Disclaimer: This calculator is provided for preliminary estimation purposes only.
Results should be verified by a suitably qualified structural engineer before use in design.
Structopedia accepts no liability for decisions made on the basis of these calculations.
Always comply with applicable Australian Standards, the NCC, and any relevant local requirements.