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12.2 A 20 m long concrete pile is shown in Figure P12.2. 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. (12.28). Concrete pile 460 mm x 460 mm 20 m Loose sand +1-30° y- 18.6 kN/m³ FIGURE P 12.2 Dense sand 2-42° y 18.5 kN/m³

12.2 A 20 m long concrete pile is shown in Figure P12.2. 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. (12.28). Concrete pile 460 mm x 460 mm 20 m Loose sand +1-30° y- 18.6 kN/m³ FIGURE P 12.2 Dense sand 2-42° y 18.5 kN/m³

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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12.2 A 20 m long concrete pile is shown in Figure P12.2. 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. (12.28). Concrete pile 460 mm x 460 mm 20 m Loose sand +1-30° y- 18.6 kN/m³ FIGURE P 12.2 Dense sand 2-42° y 18.5 kN/m³
Transcribed Image Text:12.2 A 20 m long concrete pile is shown in Figure P12.2. 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. (12.28). Concrete pile 460 mm x 460 mm 20 m Loose sand +1-30° y- 18.6 kN/m³ FIGURE P 12.2 Dense sand 2-42° y 18.5 kN/m³
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