Question: Design a rectangular shaped, combined footing, assuming a rigid footing uniform soil pressure, for the condition shown below: f c = 3 KSI, f k

Design a rectangular shaped, combined footing, assuming a rigid footing uniform soil pressure, for the condition shown below:
fc=3KSI,fk=60KSI,ga=3.5KSF
Column 1
12 in 12 in
6 # 8 bars
D.L.=130 Kips
L. L.=150 Kips
Column 2
16 in 16 in
8 # 8 bars
D.L.=100Kips
L.L.=130 Kips
Edge of column 1 at P.L; spacing 20ft c.c.
Design a rectangular shaped, combined footing,

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