Isolated Footing Design ACI 318-19
Column Location
Required Area
0.0 x 0.0
Square footing required
Factored net soil pressure
Area check =
Critical Shear Perimeter, bo =
Shear check =
One Way Shear
Shear check along shorter length =
Shear check along longer length =
Tension/Compression Controlled =
One way shear along longer side:
Vu =
ΦVc =
One way shear along shorter side:
Vu =
ΦVc =
Two way shear:
Vu =
ΦVc =
Flexure Design:
@
@
jsutCheck =
