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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 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 17.10P

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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

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