1500 kN 20 25 m Y= 13.7 kN/m - 20
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 17.12P
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![3. For the footing (2.5x3) m shown in below, check the adequacy of the footing. Use FS = 3.
1500 kN
25m
y= 13.7 kN/m
= 20](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F69c3d3db-4632-4184-a94d-b6dc613eeeae%2Fe5b8f948-91d4-4bfe-a0e3-41e12e3661fd%2Flrqkvqg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. For the footing (2.5x3) m shown in below, check the adequacy of the footing. Use FS = 3.
1500 kN
25m
y= 13.7 kN/m
= 20
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