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, A concrete pile is 20 m long and has a cross section of 0.46 m × 0.46 m. The pile is embedded in a sand having y = 17 kN/m³ and d' = 38°. The allowable working load is 1200 kN. If 700 kN are contributed by the frictional resistance and 500 kN are from the point load, determine the elastic settlement of the pile. Given: E, = 2.1 × 106 kN/m², E, = µ, = 30 X 10³ kN/m², 0.38, and g = 0.57

, A concrete pile is 20 m long and has a cross section of 0.46 m × 0.46 m. The pile is embedded in a sand having y = 17 kN/m³ and d' = 38°. The allowable working load is 1200 kN. If 700 kN are contributed by the frictional resistance and 500 kN are from the point load, determine the elastic settlement of the pile. Given: E, = 2.1 × 106 kN/m², E, = µ, = 30 X 10³ kN/m², 0.38, and g = 0.57

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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Solve Problem 9.16 with the following: length of pile = 15 m, pile cross section = 0.305 m x 0.305 m, allowable working load = 338 kN, contribution of frictional resistance to working load = 280 kN, Ep = 21 x 106 kN/m2, Es = 30,000 kN/m2, μs = 0.3, and ζ = 0.62

, A concrete pile is 20 m long and has a cross section of 0.46 m × 0.46 m. The pile is embedded in a sand having y = 17 kN/m³ and d' = 38°. The allowable working load is 1200 kN. If 700 kN are contributed by the frictional resistance and 500 kN are from the point load, determine the elastic settlement of the pile. Given: E, = 2.1 × 106 kN/m², E, = µ, = 30 X 10³ kN/m², 0.38, and g = 0.57
Transcribed Image Text:, A concrete pile is 20 m long and has a cross section of 0.46 m × 0.46 m. The pile is embedded in a sand having y = 17 kN/m³ and d' = 38°. The allowable working load is 1200 kN. If 700 kN are contributed by the frictional resistance and 500 kN are from the point load, determine the elastic settlement of the pile. Given: E, = 2.1 × 106 kN/m², E, = µ, = 30 X 10³ kN/m², 0.38, and g = 0.57
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