10) A 10.75 cm diameter steel pile is driven 25 m into stiff, insensitive clay. The pile has an average friction capacity of 120 kPa and an ultimate tip end-bearing capacity of 7.4 kPa. The design parameters call for a factor of safety of 3. Most nearly, what is the allowable bearing capacity of the pile? a. 340 kN b. 42 kN c. 120 kN d. 260 kN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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10) A 10.75 cm diameter steel pile is driven 25 m into stiff, insensitive clay. The pile has an
average friction capacity of 120 kPa and an ultimate tip end-bearing capacity of 7.4 kPa.
The design parameters call for a factor of safety of 3. Most nearly, what is the allowable
bearing capacity of the pile?
a. 340 kN
b. 42 kN
c. 120 kN
d. 260 kN
Transcribed Image Text:10) A 10.75 cm diameter steel pile is driven 25 m into stiff, insensitive clay. The pile has an average friction capacity of 120 kPa and an ultimate tip end-bearing capacity of 7.4 kPa. The design parameters call for a factor of safety of 3. Most nearly, what is the allowable bearing capacity of the pile? a. 340 kN b. 42 kN c. 120 kN d. 260 kN
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