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 m³
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.