Situation 4 - A rectangular concrete gravity dam (sg = 2.4) is 2 mwide and 6 m tall. The dam retains water to a maximum depthof 5 m above its base.22. What is the total base reaction in kN?A. 308C. 296IDAB. 283D. 32423. What is the factor of safety against sliding assuming u = 1.2.A. 1.38C. 2.76B. 2.36D. 1.7824. What is the factor of safety against overturning?A. 2.36on lion sall.CC. 1.78B. 2.76D. 1.38

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Situation 4 - A rectangular concrete gravity dam (sg = 2.4) is 2 m wide and 6 m tall. The dam retains water to a maximum depth of 5 m above its base. 22. What is the total base reaction in kN? A. 308 C. 296 B. 283 D. 324 23. What is the factor of safety against sliding assuming u = 1.2. A. 1.38 C. 2.76 B. 2.36 D. 1.78 24. What is the factor of safety against overturning? Manona A. 2.360 S eqe2U C. 1.78 AUZAS D. 1.38 B. 2.76 MOITAITMEKO

Situation 4 - A rectangular concrete gravity dam (sg = 2.4) is 2 m wide and 6 m tall. The dam retains water to a maximum depth of 5 m above its base. 22. What is the total base reaction in kN? A. 308 C. 296 B. 283 D. 324 23. What is the factor of safety against sliding assuming u = 1.2. A. 1.38 C. 2.76 B. 2.36 D. 1.78 24. What is the factor of safety against overturning? Manona A. 2.360 S eqe2U C. 1.78 AUZAS D. 1.38 B. 2.76 MOITAITMEKO

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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