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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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F39a885cb-6f0f-4f32-be4e-4e53b8f426bf%2Fd3f1bc13-0529-4c65-b5ea-6a37261e4d62%2Fpqenvmn_processed.png&w=3840&q=75)
Transcribed Image Text: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
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