Question: Q 4 - Design a single footing column for the following values. Column 1 5 1 5 i n . Dead load = 1 6

Q4- Design a single footing column for the following values.
Column 1515in. Dead load =160 kips, Live Load 120kips,fc'=3ksi,fy=60ksi qa (allowable stress)=4ksf. Distance from bottom of footing to final grade =4ft.
Assume that base thick. =18 in, use #8 as main reinforcement, concrete cover =3 in.
Q 4 - Design a single footing column for the

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