A driven closed ended pipe pile is shown below a) Find the ultimate point load b) Determine the ultimate frictional resistance, Qs; use K=1.4 and 8=0.60. c) Calculate the allowable load on pile; use FS=4. y = 15.7 kN/m3 0 = 32°, c = 0 Sand 3 m GWT Ysat = 18.3 kN/m ¢ = 32°, c= 0 3 m Sand Sand Ysat = 19.2 kN/m 0 = 40°, c = 0 15 m Dia = 381 mm
A driven closed ended pipe pile is shown below a) Find the ultimate point load b) Determine the ultimate frictional resistance, Qs; use K=1.4 and 8=0.60. c) Calculate the allowable load on pile; use FS=4. y = 15.7 kN/m3 0 = 32°, c = 0 Sand 3 m GWT Ysat = 18.3 kN/m ¢ = 32°, c= 0 3 m Sand Sand Ysat = 19.2 kN/m 0 = 40°, c = 0 15 m Dia = 381 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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