A 450 mm concrete pipe under 5 m of clay in trench conditions. The side fill is 0.35 m wide on each side. Assume the pipe wall 3 thickness as 12 cm? y = 18770 N/m and K*f = 0.13 for clay. The load on the pipe is اخترأحد الخيارات a. 84.7KN b. 67.9KN c. 56.1KN d. 45.3KN
A 450 mm concrete pipe under 5 m of clay in trench conditions. The side fill is 0.35 m wide on each side. Assume the pipe wall 3 thickness as 12 cm? y = 18770 N/m and K*f = 0.13 for clay. The load on the pipe is اخترأحد الخيارات a. 84.7KN b. 67.9KN c. 56.1KN d. 45.3KN
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter15: Braced Cuts
Section: Chapter Questions
Problem 15.5P
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![A 450 mm concrete pipe under 5 m of clay
in trench conditions. The side fill is 0.35
m wide on each side. Assume the pipe wall
3
thickness as 12 cm? y = 18770 N/m and
%3D
K*f = 0.13 for clay. The load on the pipe is
اخترأحد الخيارات
a. 84.7KN
b. 67.9KN
c. 56.1KN
d. 45.3KN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe6ae3941-8c0a-42ad-be79-96a280dbd1a6%2F834a27fa-c8a0-46da-9fe3-25474cfa8524%2F66jqixw_processed.png&w=3840&q=75)
Transcribed Image Text:A 450 mm concrete pipe under 5 m of clay
in trench conditions. The side fill is 0.35
m wide on each side. Assume the pipe wall
3
thickness as 12 cm? y = 18770 N/m and
%3D
K*f = 0.13 for clay. The load on the pipe is
اخترأحد الخيارات
a. 84.7KN
b. 67.9KN
c. 56.1KN
d. 45.3KN
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