A 500 mm diameter and 20 to long concrete pile is driven into a sand where y-18.5 kN/m' and 9-32". Assurning 6-0.84, determine the load carrying capacity of the pile, with a factor of safety of 3. Use Meyerhof's method for computing the point load-carrying capacity Q, and use Coyle and Castello (1951) method for computing the load-carrying capacity of the pile shaft O

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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04: A 500 mm diameter and 20 m long concrete pile is driven into a sand where y-18.5 kN/m' and -32°.
Assurning 6-0.80, determine the load carrying capacity of the pile, with a factor of safety of 3. Use
Meyerhof's method for computing the point load-carrying capacity Qp, and use Coyle and Castello
(1951) method for computing the foad-carrying capacity of the pile shaft
05
Transcribed Image Text:04: A 500 mm diameter and 20 m long concrete pile is driven into a sand where y-18.5 kN/m' and -32°. Assurning 6-0.80, determine the load carrying capacity of the pile, with a factor of safety of 3. Use Meyerhof's method for computing the point load-carrying capacity Qp, and use Coyle and Castello (1951) method for computing the foad-carrying capacity of the pile shaft 05
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