Fail
Bearing Pressure (Service)
§13.2.6.1, §13.3.1.1
DCR
1.307
Demand
q = 5227.50 psf
Capacity
qa = 4000.00 psf
Geometry & Diagram
Isolated Footing Geometry
Plan View
ConcreteColumnOne-way (d)Two-way (d/2)Rebar
Section View
Design Checks & Report
Pass
One-Way Shear (L-direction)
§22.5.5.1, §13.2.6.2
DCR
0.844
Demand
Vu = 76.56 kips
Capacity
φVc = 90.70 kips
Pass
One-Way Shear (B-direction)
§22.5.5.1
DCR
0.844
Demand
Vu = 76.56 kips
Capacity
φVc = 90.70 kips
Pass
Two-Way (Punching) Shear
Table 22.6.5.2
DCR
0.686
Demand
Vu,punch = 335.25 kips
Capacity
φVn = 488.60 kips
Pass
Flexure (L-direction)
§22.2, §13.2.7.1
DCR
0.442
Demand
Mu = 264.06 kip-ft
Capacity
φMn = 596.89 kip-ft
Pass
Flexure (B-direction)
§13.3.3.3
DCR
0.442
Demand
Mu = 264.06 kip-ft
Capacity
φMn = 596.89 kip-ft
Pass
Bar Spacing Limits
§8.7.2.2, §25.2.1
DCR
0.354
Demand
s provided = 6.38 in
Capacity
s max = 18.00 in
Pass
Development Length
§25.4.2
DCR
0.632
Demand
ld = 22.77 in
Capacity
available = 36.00 in
Pass
Hooked Bar Development Length
§25.4.3
DCR
0.534
Demand
ldh = 11.21 in
Capacity
available = 21.00 in
Pass
Minimum Depth (d ≥ 6 in)
§13.3.1.2
DCR
0.291
Demand
d_min = 6.00 in
Capacity
d_provided = 20.63 in
Pass
Stability (Overturning & Sliding)
§13.2.6.1
DCR
0.000
Pass
Column Bearing on Footing
§22.8.3.2
DCR
0.279
Demand
Pu = 400.00 kips
Capacity
φPnb = 1432.08 kips