Foundation Design Calculator

Design shallow foundations with bearing capacity analysis (Terzaghi, Meyerhof, Hansen), settlement prediction, punching shear, flexural reinforcement, and load combinations.

Eurocode 7 · ACI 318 · AS 2159

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Dead (P)kN

Live (P)kN

Wind (P)kN

Seismic (P)kN

Moment MxkNm

Moment MykNm

Horiz. HxkN

Horiz. HykN

Soil

Soil Type

qa150.0 kPa

gamma18.0 kN/m3

phi32.0 deg

c0.0 kPa

Es37.0 MPa

nu0.3

Geometry & Materials

Column

Sizexmm

Geometry

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Width Bm

Length Lm

Depth Dfm

Thickness hmm

Materials

f'cMPa

fyMPa

Covermm

Method / Standard

Bearing

Code

Groundwater

GW Depthm

Foundation Diagram

B = 2.0 mL = 2.0 mh = 500 mm

Check Summary

BearingSettlementPunchingOne-WaySlidingOverturnOverall

Factor of Safety

5.11

PASS

Bearing Util.

59%

PASS

Settlement

6.0mm

PASS

Punching Shear

44%

PASS