SITUATION 8: A trapezoidal channel discharging 20.40 m³/sec at a depth of 1.2m and a base width of 6m. The side slope is 2 horizontal to 1 vertical. 19. Compute the slope of energy grade line. a. 0.00094 c. 0.00015 b. 0.00021 d. 0.00124 20. Compute the specific energy. a. 1.10 m C. 1.84 m b. 1.62 m d. 1.41 m 21. Compute the average shearing stress on the boundary surface. a. 3.50 Pa b. 8.18 Pa C. 7.11 Pa d. 5.40 Pa

SITUATION 8: A trapezoidal channel discharging 20.40 m³/sec at a depth of 1.2m and a base width of 6m. The side slope is 2 horizontal to 1 vertical. 19. Compute the slope of energy grade line. a. 0.00094 c. 0.00015 b. 0.00021 d. 0.00124 20. Compute the specific energy. a. 1.10 m C. 1.84 m b. 1.62 m d. 1.41 m 21. Compute the average shearing stress on the boundary surface. a. 3.50 Pa b. 8.18 Pa C. 7.11 Pa d. 5.40 Pa

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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