3. A jnven closed-ended pjle, circular in cross section, is shown. Calculate the following. a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take 4- 50. c. An approximate ultımate point load on the basis of parts (a) and (b). d. The ultimate frictional resistance Qs, K= 1.4; 8'-0.80 e. The allowable load of the pile (use FS= 4).

3. A jnven closed-ended pjle, circular in cross section, is shown. Calculate the following. a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take 4- 50. c. An approximate ultımate point load on the basis of parts (a) and (b). d. The ultimate frictional resistance Qs, K= 1.4; 8'-0.80 e. The allowable load of the pile (use FS= 4).

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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Question

note: please expert answer only the letter e in the problem

3. A dnven closed-ended pile, circular in cross section, is shown.
Calculate the following.
a. The ultimate point load using Meyerhof's procedure.
b. The ultimate point load using Vesic's procedure. Take 4= 50.
c. An approximate ultımate point load on the basıs of parts (a) and (b).
d. The ultimate frictional resistance Qs, K= 1.4; 8'-0.8Ø"
e. The alowable load of the pile (use FS= 4).
y 15.7 kN/m
= 32°
3 m
Groundwater
table
Yut = 18.2 kN/m
' = 32°
c' = 0
3 m
Yut = 19.2 kN/m
= 40"
c' = 0
15 m
381 mm

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