Question: Prob. 1 . Design a square foundation for a column carrying a vertical load of 3 0 0 kips. The angle of internal friction of

Prob. 1. Design a square foundation for a column carrying a vertical load of 300kips. The angle of internal friction of the soil is 34. The depth of the foundation is 4ft. The water table is deep. Use Terzaghi's theory of ultimate bearing capacity. The unit weights of soil is 105pef. A factor of safety of 3 is required.
Prob. 1 . Design a square foundation for a column

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