Eccentric RCC Footing Design (ACI 318-19)
Design Inputs
DL
Column Load (kips)
Moment about X-axis (ft-kips)
Moment about Y-axis (ft-kips)
LL
Column Load (kips)
Moment about X-axis (ft-kips)
Moment about Y-axis (ft-kips)
Column Width (in)
Column Length (in)
Allowable Soil Pressure (ksf)
Concrete Strength (psi)
Steel Yield Strength (psi)
Concrete Cover (in)
Design Footing
Design Results