The air above the liquid is under a pressure of 40 kPa gage, and specific gravity of the liquid in the tank is 0.80. The rectangular gate is 2.0 m wide, y1 = 1.0 m and y2 = 3 m. 1. Determine the hydrostatic force acting on the gate, in kN 2. What is the location of the force, in m, measured from the hinge? 3. Calculate the minimum value of P, in kN, to hold the gate in place
The air above the liquid is under a pressure of 40 kPa gage, and specific gravity of the liquid in the tank is 0.80. The rectangular gate is 2.0 m wide, y1 = 1.0 m and y2 = 3 m. 1. Determine the hydrostatic force acting on the gate, in kN 2. What is the location of the force, in m, measured from the hinge? 3. Calculate the minimum value of P, in kN, to hold the gate in place
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The air above the liquid is under a pressure of 40 kPa gage, and specific
gravity of the liquid in the tank is 0.80. The rectangular gate is 2.0 m
wide, y1 = 1.0 m and y2 = 3 m.
1. Determine the hydrostatic force acting on the gate, in kN
2. What is the location of the force, in m, measured from the hinge?
3. Calculate the minimum value of P, in kN, to hold the gate in place
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