2. A 3.7-m high by 1.5-m wide rectangular gate AB is vertical and is hinged at a point 150 mm below its center of gravity. The total depth of water is 6.1m. What horizontal force Fmust be applied at the bottom of the gate for equilibrium? 3. In the figure, gate AB is hinged at B and is 1.2m wide. What vertical force, applied at the center of gravity of the 20-kN gate, will keep it in equilibrium? 1.5 m 1.5 m 45° B.

2. A 3.7-m high by 1.5-m wide rectangular gate AB is vertical and is hinged at a point 150 mm below its center of gravity. The total depth of water is 6.1m. What horizontal force Fmust be applied at the bottom of the gate for equilibrium? 3. In the figure, gate AB is hinged at B and is 1.2m wide. What vertical force, applied at the center of gravity of the 20-kN gate, will keep it in equilibrium? 1.5 m 1.5 m 45° B.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.18P: For the data given in this problem, determine the magnitude of the active thrust on the wall...

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