Question: Question 1 Design a square isolated footing for a column to carry a load of 2 5 0 kips ( exclusive of column self -

Question 1
Design a square isolated footing for a column to carry a load of 250 kips (exclusive of column self-weight).
Assume the footing is embedded in 5' silt of unit weight 110 pcf.
Soil surcharge is 50 psf.
Soil ultimate bearing capacity is 10,000 psf.
Sketch the plan and elevation of the footing with reinforcement details.
Question 1 Design a square isolated footing for a

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