situation 3 SITUATION 2Consider a 200-ft-high, 1200-ft-wide dam filled.3. Determine the hydrostatic force on the dam.a. 1.5 x 109 lbc. 1.4 x 109 lbd. 2.5 x 10⁹ lbb. 1.9 x 109 lb4. Determine the force per unit area of the dam near the top.a. 150 psfb. 40 psfc. 0 psfd. 32.2 psf5. Determine the force per unit area of the dam near the bottom.a. 15,000 psfb. 11,500 psfc. 12,500 psfd. 16,000 psfSITUATION 3Consider a 8-m long, 8-m-wide, and 2-m-high above groundswimming pool that is filled with water to the rim.6. Determine the hydrostatic force on each wall in kN.a. 157 kNc. 163 kNd. 147 kNb. 196 kN7. Determine the distance of the line of action of this force from theground.a. 0.333 mc. 0.667 mb. 0.223 md. 0.888 m

Answered: Image /qna-images/answer/5b9ebd2a-444a-4202-9f5e-188d3ce24ebe.jpg

SITUATION 3 Consider a 8-m long, 8-m-wide, and 2-m-high above ground swimming pool that is filled with water to the rim. 6. Determine the hydrostatic force on each wall in kN. a. 157 kN c. 163 kN d. 147 kN b. 196 kN 7. Determine the distance of the line of action of this force from the ground. c. 0.667 m a. 0.333 m b. 0.223 m d. 0.888 m

SITUATION 3 Consider a 8-m long, 8-m-wide, and 2-m-high above ground swimming pool that is filled with water to the rim. 6. Determine the hydrostatic force on each wall in kN. a. 157 kN c. 163 kN d. 147 kN b. 196 kN 7. Determine the distance of the line of action of this force from the ground. c. 0.667 m a. 0.333 m b. 0.223 m d. 0.888 m

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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