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A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Fg. (11.26).

A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Fg. (11.26).

Structural Analysis
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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Please answer 11.1

11.1 A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Eq. (11.26).
Transcribed Image Text:11.1 A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load Q, by a. Meyerhof's method b. Vesic's method c. Coyle and Castello's method Use m = 600 in Eq. (11.26).
Concrete pile 356 mm X 356 mm Loose sand di = 30° y = 17.5 kN/m? 12 m Dense sand $2 = 42° y= 18.5 kN/m? Figure P11.1 E, m (11.26) Pa
Transcribed Image Text:Concrete pile 356 mm X 356 mm Loose sand di = 30° y = 17.5 kN/m? 12 m Dense sand $2 = 42° y= 18.5 kN/m? Figure P11.1 E, m (11.26) Pa
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