SF
Spread Footing
Pro
Project
Engineer
Applied Loads
Axial Load, P
kips
Moment X, M
x
k-ft
Moment Y, M
y
k-ft
Shear, H
kips
Dead LF
Live LF
Geometry
Length (ft)
Width (ft)
Thickness, h
in
Embedment
ft
Column Size
L
W
Parameters
Conc. f'c
psi
Steel fy
psi
Allow. Bear.
ksf
Friction μ
-
Soil γ
pcf
Cover
in
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Bearing Pressure
75%
Footing Size
10' × 10'
Thickness
24"
✓
OK
3D View
Section
Plan
Rebar
Rotation
45°
Pressure (ksf)
4.0
2.0
0
q1
-
q2
-
q4
-
q3
-
Stability Checks
✓
Bearing
-
OK
✓
Uplift
-
OK
✓
Overturning
-
OK
✓
Sliding
-
OK
Strength (ACI 318)
✓
One-Way Shear
-
OK
✓
Two-Way Shear
-
OK
Reinforcement
Long Direction
-
As,req:
-
As,prov:
-
Short Direction
-
As,req:
-
As,prov:
-
Totals
Concrete
-
CY
Steel
-
lbs
Excavation
-
CY
Est. Cost
-