OPTIFOUND

Audit and Optimize Building Foundation Structure Design

Foundation Design Input

Project & Code

Project Id

Location

Designer

Design Code

Geometry & Column

Footing type

B (m)

L (m)

T (m)

Clear cover (m)

Depth Df (m)

Column size X (m)

Column size Y (m)

Pedestal size X (m)

Pedestal size Y (m)

Pedestal height (m)

Column eccentricity ex (m)

Column eccentricity ey (m)

Column bar dia (mm)

No. of column bars

Embed depth in footing (mm)

Bar type

Deformed bars

Materials & Soil

fck (MPa)

fy (MPa)

γc concrete (kN/m³)

γ soil (kN/m³)

Net SBC (kN/m²)

SBC short-term factor

φ soil (deg)

μ base

Reinforcement & Cost

Bottom bar dia X (mm)

Bottom bar dia Y (mm)

Bottom spacing X (mm)

Bottom spacing Y (mm)

Concrete cost (₹/m³)

Steel cost (₹/kg)

Top bars provided?

Yes

Design Options

Check sliding

Check overturning

Use trapezoidal pressure

Apply SBC increase for EQ/Wind

Check temperature effects

Check Geotechnical ULS Bearing

Check service flexure / crack

Exact biaxial pressure integration

Geotech settlement verified externally

Options control how the engine behaves; they do not change the raw input loads.

Load Combinations

Id	LS	Cat	Role	γ	N	Mx	My	Hx	Hy	W	EQ	T

CSV header: Id,LimitState,Category,Role,LoadFactor,N,Mx,My,Hx,Hy,HasWind,HasEarthquake,HasTemperature

Results

Checks

Check	Combo	Demand	Capacity	Util.

Cost & Summary

Concrete volume:-

Steel weight:-

Concrete cost:-

Steel cost:-

Total cost:-