. In the set-up shown, a rectangular gate, ABCD, is used to store layers of oil and water. The weight of the gate is 4 kN and the force exerted by the stopper on the gate is measured to be 80 kN. Sketch the pressure diagram on the rectangular gate. No need to put the expressions for pressures. Draw the free body diagram of the rectangular gate. Label all external forces. Calculate the moment done by the resultant hydrostatic force about the hinge. What is the pressure on the oil-water interface? Determine the weight of the block. Pressurized air Block 0.5 m Oil, SG = 0.8 1m 0.8 m Water Hinge 1.2 m diameter SG = 1.26 B. 2.4 m 130 degrees stopper

. In the set-up shown, a rectangular gate, ABCD, is used to store layers of oil and water. The weight of the gate is 4 kN and the force exerted by the stopper on the gate is measured to be 80 kN. Sketch the pressure diagram on the rectangular gate. No need to put the expressions for pressures. Draw the free body diagram of the rectangular gate. Label all external forces. Calculate the moment done by the resultant hydrostatic force about the hinge. What is the pressure on the oil-water interface? Determine the weight of the block. Pressurized air Block 0.5 m Oil, SG = 0.8 1m 0.8 m Water Hinge 1.2 m diameter SG = 1.26 B. 2.4 m 130 degrees stopper

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.113P: Calculate the resultant force caused by the water acting on the parabolic arch dam. The water levels...

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