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- 13. A tank of water (SG = 1) has a gate in its vertical wall 5 m high and 3 m wide. The top edge of the gate is 2 m below the surface. What is the hydrostatic force on the gate?a. 147 kNb. 367 kNc. 490 kNd. 661 kNA vat holding paint( sg = 0.80 ) is 8 m long and 4 m deep and has a trapezoidal vertical ends, 3m wide at the bottom and 5m wide at the top. Compute the weight of the paint when the vat is full in (kN) , Compute the force on the trapezoidal end panel in (kN), Compute the force one inclined side of the vat in (kN)A circular gate 1.5 m in diameter is inclined 45 with the vertical. The center of the gate is 10m below the water surface. a. Calculate the total force on the qate b. Calculate the distance of the total force from the bottom of the gate, c. If the gate is hinged at top, find the normal force applied at the bottom required to open the gate.
- The wall separates water and glycerin(p=1260kg/m^3). Considrr a unit width of the rectangular panel AB when d=2.0. Determine a) using panel equations, determine F1, the hydrostatic force acting on the gate due to water b) where is the line of action of F1 relative to point B c) determine F2, the hydrostatic force acting on the gate due to glycerine d) what is the net hydrostatic force F acting on the gate? e) where is the line of action of F relative to point BThe gate AB is 1 m long x 2 m wide, what is the F force on the gate in kN?Determine support reaction. P=800 lb , a=5 ft b=9 ft
- Consider the ¼-circular curved gate hinged below. The gate radius is 3 m,its width (into the page) is 5 m, and its weight is negligible. Obtain the forcemagnitude Q so that the gate remains closed as shown. The specific weight of the water is γw = 9.81 kN/m3. Please show all working and free body diagrams and explain clearly.A rectangular gate, 1m wide supports water as shown in the figure below. The gate is hinged at the bottom and is kept in a vertical position by a concrete clock ( ϒ=23.6KN/m3 ) connected by a cable. a) Determine the hydrostatic force acting on the gate. b) Determine the tension in the cable assuming a minimum volume of concrete block is keeping the gate in a vertical position. c) Determine the minimum volume of concrete block required.Pls solve fast for like An L-shape gate AOB weighing 20 kN at its center of gravity G, 0.6 m above the bottom and 0.5 m from the left , 2 m wide perpendicular to the paper. Determine the height h (in unit of meters) of the water surface coinciding the top of the gate and no reaction develop at the stop. Use unit weight of water = 9.80 kN/m^3.
- HYDRAULICS PROBLEM: The gate shown is hinged through a point A and is restrained from opening by a fixed ridge at point B. For a gate width of 2 meters. a.) Determine the magnitude and direction of the hydrostatic force acting on the gate using the PRESSURE PRISM CONCEPT. Illustrate and label the pressure diagram/prism as part of the solution. Express your answer in kN. b.) Determine the magnitude and direction of the force exerted on the plate by the ridge. Illustrate and label the FBD of the force system. Express your answer in kN. *STRICTLY SHOW COMPLETE FBDDetermine support reaction