The wooden pile has a diameter of 95 mm and is subjected to a load of P = 82 kN. Around the perimeter of the pile, soilsupplies a constant frictional resistance of w = 3.8 kN/m. The length of the pile is L = 5.9 m and its elastic modulus is E =7.9 GPA.PABBed rocksoil Calculate the force FB needed at the base of the pile (B) for equilibrium.59.58 KN119.03 KN82.53 KN88.07 kN37.7 kNCalculate the absolute value of the downward displacement at A relative to B.17.14 mm7.46 mm12.04 mm17.94 mm18.72 mm

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The wooden pile has a diameter of 95 mm and is subjected to a load of P = 82 kN. Around the perimeter of the pile, soil supplies a constant frictional resistance of w = 3.8 kN/m. The length of the pile is L = 5.9 m and its elastic modulus is E = 7.9 GPa. P A. B Bed rock soil

The wooden pile has a diameter of 95 mm and is subjected to a load of P = 82 kN. Around the perimeter of the pile, soil supplies a constant frictional resistance of w = 3.8 kN/m. The length of the pile is L = 5.9 m and its elastic modulus is E = 7.9 GPa. P A. B Bed rock soil

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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