Question: You drove a 1 . 0 - ft diameter round pile into a deposit of clay. For this pile, you calculated a tip resistance (

You drove a 1.0-ft diameter round pile into a deposit of clay. For this pile, you
calculated a tip resistance (q p) of 200,000 psf and a side resistance (Q p) of 60 tons.
How much load can you place on this pile to achieve a Factor of Safety of 3.5?

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