A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 08. Round off to two decimal places.
A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is 08. Round off to two decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is
0.8.
Round off to two decimal places.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F538092e9-3dcd-4ce6-bb2b-06cf2e31f6bd%2Fa6a6a2b1-a636-429c-9500-28d9966d1079%2Fxyrm4sj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A prestressed concrete pile, 492 mm in diameter, is to be driven in a clayey soil. The pile has a design capacity of 417 kN. Use FS = 3, unconfined compressive strength = 194 kPa. Compute the length (in m.) of the pile if the frictional constant is
0.8.
Round off to two decimal places.
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