3. 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? (А) 43 kN (B) 120 kN (C) 260 kN (D) 340 kN А. В. C. D.

3. 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? (А) 43 kN (B) 120 kN (C) 260 kN (D) 340 kN А. В. C. D.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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