Optimal Foundation

Codal Provisions (IS 456:2000)

Access standard codal provision tables in structured format.

Project & Code

Project Id

Location

Designer

Design Code

Geometry & Column

Footing type

Breadth (m)

Length (m)

Thickness (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)

Materials & Soil

Exposure condition

Checked against IS 456 Table 16 and Table 5 before design optimization.

Concrete strength (fck)

MPa

Steel yield strength (fy)

MPa

Unit weight of concrete (γc)

kN/m³

Unit weight of soil (γ)

kN/m³

Net soil bearing capacity (SBC)

kN/m²

N-value (for SBC factor)

Angle of internal friction (φ)

deg

Soil elastic modulus Es

kN/m²

Soil Poisson ratio μ

Subgrade modulus Ks

kN/m³

Clear cover (m)

Depth Df (m)

Column bars deformed? Yes

Cost

Concrete unit cost

₹/m³

Steel unit cost

₹/kg

Design Options

Use trapezoidal pressure Apply SBC increase for EQ/Wind Force flexible combined footing Equivalent Static EQ

Precision

ETABS upload

Load Combinations

ETABS text export (.e2k/.txt)

Id	LS	Cat	Role	γ	Fz (N)	Mx	My	Fx (Hx)	Fy (Hy)	W	EQ	T

OptiFound

Checks

Intermediate Calculations (Functional Testing)