P5.14 The wooden pile shown in the figure has a diameter of 100 mm and issubjected to a load of P = 75kN. Along the length of the pile and around itsperimeter, soil supplies a constant frictional resistance of w = 3.70 kN/m. Thelength of the pile is L = 5.0 m and its elastic modulus is E = 8.3 GPa.Calculate:(a) the force FB needed at base of the pile for equilibrium.(b) the magnitude of the downward displacement at A relative to B.

Given ; Dia of wooden pile = 100 mm P = 75kN Frictional resistance w = 3.70 kN/m Length of pile -…

P5.14 The wooden pile shown in the figure has a diameter of 100 mm and subjected to a load of P = 75kN. Along the length of the pile and around it perimeter, soil supplies a constant frictional resistance of w = 3.70 kN/m. T length of the pile is L = 5.0 m and its elastic modulus is E = 8.3 GPa. Calculate: (a) the force FB needed at base of the pile for equilibrium. to B

P5.14 The wooden pile shown in the figure has a diameter of 100 mm and subjected to a load of P = 75kN. Along the length of the pile and around it perimeter, soil supplies a constant frictional resistance of w = 3.70 kN/m. T length of the pile is L = 5.0 m and its elastic modulus is E = 8.3 GPa. Calculate: (a) the force FB needed at base of the pile for equilibrium. to B

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Pile Foundation

Section: Chapter Questions

Problem 18.14P: A steel pile (H-section; HP 360 1.491; see Table 18.1) is driven into a layer of sandstone The...

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