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A dam rectangular in cross–section has an upstream face vertical. Water is 20.4 m deep on the upstream side. The dam is 23.2 m high and 14.8 m wide at the base and weighs 2310 kg/m^3. The coefficient of friction between the base and the foundation is 0.85. Compute the factor of safety against sliding.  a. 3.85 b. 3.24 c. 2.67 d. 1.45

A dam rectangular in cross–section has an upstream face vertical. Water is 20.4 m deep on the upstream side. The dam is 23.2 m high and 14.8 m wide at the base and weighs 2310 kg/m^3. The coefficient of friction between the base and the foundation is 0.85. Compute the factor of safety against sliding.  a. 3.85 b. 3.24 c. 2.67 d. 1.45

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A dam rectangular in cross–section has an upstream face vertical. Water is 20.4 m deep on the upstream side. The dam is 23.2 m high and 14.8 m wide at the base and weighs 2310 kg/m^3. The coefficient of friction between the base and the foundation is 0.85. Compute the factor of safety against sliding. 
a. 3.85
b. 3.24
c. 2.67
d. 1.45

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