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a. What are the two resistances that contribute to pile capacity? b. Why is f, a t? c. If a pile is designed to support upwards (i.e., "pullout") loading only,
should one considerthe end bearing resistance for design? What are the two resistances that contribute to pile capacity? b. Why is fs a t? c. If a pile is designed to support upwards (i.e., "pullout") loading only, should one considerthe end bearing resistance for design?
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