عوفي الضوقم Madl a Example 15 Calculate the force on the gate and locate its point...
The wall separates water and glycerin (p=120 kg/m^3). Consider a unit width of the rectangular panel AB when d=6ft. (a) Using the panel equations, determine F1, the hydraulic force (in lb) acting on the gate due to water? (b) Where is the line of action of F1 relative to point B in feet? (c) Using the panel equation, determine F2, the hydraulic force (in lb) acting on the gate due to glycerine? (d) Where is the line of action of...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2 (10 marks) Note: for the centroid and moment of inertial of the semicircle, refer to Appendix L in your text book 5 m Water Gate: Side view 3 m B Figure 2 Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2 Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
1. A gate, shown in Fig. Q1, is 1.5 m wide, is hinged at point A and rests against a wall at point B. The fluid is water and the free surface is open to the atmosphere. Calculate (G) the force on the gate due to pressure exerted by the water, and (ii) by taking moments about point A, the horizontal force exerted by the wall at point B. (10 marks) (15 marks) Pa I water 4.5 m 1.8 m...
A water gate is shown below. The gate is hinged at the top (point A) and held in place with a stop at the bottom. The weight W is designed to counteract the hydrostatic force acting on the gate. The gate is 4 m high and 2 m wide. The water depth d = 5m. Answer the questions below, using a water density of 1000 kg/m3, and g = 9.81 m/s2. Calculate the average hydrostatic pressure acting on the gate....
(1 point) F. The gate shown in the figure is pinned at point A and prevents liquid from escaping the fluid region. The liquid depth H 13.25 m, the gate length L 4.3 m, the gate width into the page W-9.3 m, and the gate is oriented at an angle θ 49.5° above the horizontal plane. If the liquid in the fluid region is water at a temperature of 20°C, determine the force Fr delivered by the stop. Fz MN
(1 point) Gate Water by MECH 2 UBC A channel is blocked by a rectangular gate 3.5 m wide and 8 m tall. This gate is pinned at point A and restrained from opening by the ridge at point B, as shown in the following figure. If the water level in the channel is 5.3 m, calculate the reaction force at the ridge. kN
A quarter-circular gate is being used to retain a water reservoir, Figure 3. The gate is hinged at point B with radius R = 8 ft, depth b = 10 ft into the page, and weight W = 3000 lbf. Compute the force F, applied at point A, that will keep the gate from opening. Figure 3. Quarter-Circular Gate for Question 5
Example The 4-m-diameter circular gate of the- figure is located in the inclined wall of a large reservoir containing water (y 9.80 kN/m3 gp along its horizontal diameter, and the water depth is 10 m at the shaft. 60° ). The gate is mounted on a shaft O Determine: Cb) the magnitude and location of the resultant A Center of pressure force exerted on the gate by the water the moment that would have to be applied to the shaft...
solve all please Gate AB in the figure below is a quarter circle 3 m wide into the paper and hinged at B. A jet of water with velocity V, is directed radially toward the gate exactly in its middle. The jet diameter is 5 cm and it flows smoothly on the surface of the gate without friction. The gate has a mass of 300 kg. The centroide ofa quarter circle area is located at a dste m from the...