5-90 The width of the cylindrical gate shown in Fig. P5-90 is 4 ft. Determine the magnitude and the slope of the line of action of the resultant force R exerted on the gate by the water (p = 1000 kg/m) pressure if d = 10 ft and a = 4 ft.
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- The curved surface given in the figure is defined by y = 3 x−−√x . Determine the horizontal force and its line of action applied by water on the curved surface. The width of the gate is b = 2.3 m. Take the density of water to be 1000 kg/m3. Height of the water is 5 mUsing the figure Determine the reaction force on the smooth support at B due to the fluid pressure on the gate. The width of the gate into the page is 1.5 m and the density of the water is 1000 kg / (m3) .The truck carries an open rectangular container that is 3.9m wide, 3.0m deep and 5.0m long, contains oil of density 811kg/m³ to a depth of 2.1m. If it has a constant acceleration of 6.9m/s². Determine the total force(in kN) acting at the rear wall of the container.
- Determine the volume of the body (s=3.0) that is required to keep the gate in the position indicated in the figure. The gate is 2.40m wide and 4.2m long.A tank contains a liquid of relative density 0.80. The height of the tank is 4, and the width of the tank is 2m. The tank is subjected to the acceleration of 5m/s^2 along a 30o inclined plane in the upward direction. Under this condition, there is no loss of liquid. determine the slope of free surface determine the pressure at point A and point BThe gate in the figure supported a maximum moment of 180kN-m at the support at a. Determine the maximum height h of water that it supported. The width is 2.0m. The mass of the gate is 1000 kg.
- A tank contains a liquid of relative density 0.80. The height of the tank is 4, and the width of the tank is 2m. The tank is subjected to the acceleration of 5m/s^2 along a 30o inclined plane in the upward direction. Under this condition, there is no loss of liquid. determine the slope of free surface determine the pressure at presureEMERGENCY!!!! The cover in the figure is hinged at the center O and has a fixed width w = 5 m. The equation of the surface is x = y2 / a (a = 3 m), the depth of the water to the right of the lid (D = 4 m). If the weight of the lid is neglected, it is necessary to keep the lid in balance. Find the size of the force (Fa) required, as shown. Take the density of the water as 999 kg / m3.The gate of the figure supports a maximum moment of 180kN-m in the support in a. Determine the height maximum h of water that supports. The width is 2.0m. mass of the gate 1000 kg.
- The 100cm radius cylinder weighs 3.1 KN and rest on the bottom of a container which is 1.5 meter long. Oil and water are poured into the left and right portion of the container to the depth of 0.8m and 1.4m respectively. Find the magnitude of the horizontal and vertical components of the force which will keep the cylinder touching the container at B.The uniform control gate AB shown is pinned at A and rests on the smooth surface at B. The gate has a width of 1m. If the gate has a mass of 3.9 Mg, determne the maximum depth of water h in the reservoir that will cause the gate to be on the verge of opening.Determine the resultant force acting on the 0.7-m-highand 0.7-m-wide triangular gate and itsline of action.