An 18 in diameter closed-end steel pipe pile is driven 60 ft into the soil profile shown below.Using the Eslami and Fellenius method and the AASHTO code,1) Calculate the factored nominal downward axial load capacity Φ Pn; what's the percentageof the toe bearing contribution to the total capacity?2) Assume the pile have a thickness of ½ in, neglect the bottom plate, and use a steel unitweight of 490 pcf, calculate the factored nominal upward axial load capacity Φ Pup, n,what's the percentage of t
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