Mat Foundation Calculator

Design mat (raft) foundations with soil pressure distribution and settlement analysis

Loading & Geometry

Column Spacing

Soil & Material

Design Results

Mat Classification

Semi-Rigid

λL = 3.07

Soil Pressure Distribution

Average

27.78 kN/m²

Maximum

30.00 kN/m²

Minimum

25.56 kN/m²

OK

Mat Design

Required Thickness

400 mm

Concrete Volume

72.0

Settlement & Moments

Est. Settlement

0.1 mm

Max Bending Moment

347.2 kN·m/m

Eccentricity

ex

10.0 cm

ey

8.0 cm

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Editorial Note

MyCalcBuddy Editorial Team

This page is maintained as an educational calculator reference.

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Formula Source: Standard Mathematical References

by Various

🔄Last reviewed: May 2026
✓Formula checks are based on standard references and internal QA review.