SIT V. A 0.3 square prestressed concrete pile is to be driven at a site where soil conditions are as indicated in the figure. c=28 kPa y=15.7 kN/m 6 m a=1.0 c=96 kPa y=19 kN/m 8 m a=0.50 a. What is the total skin friction is expected to develop? b. What is the total end bearing capacity of pile? c. What is the design capacity if factor of safety is 2?
SIT V. A 0.3 square prestressed concrete pile is to be driven at a site where soil conditions are as indicated in the figure. c=28 kPa y=15.7 kN/m 6 m a=1.0 c=96 kPa y=19 kN/m 8 m a=0.50 a. What is the total skin friction is expected to develop? b. What is the total end bearing capacity of pile? c. What is the design capacity if factor of safety is 2?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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