3-83 A concrete block is attached to the gate as shown. If the water level is 1.3 m from the bottom of the container, there is no reaction force at A. What would be the reaction force for the level shown. Specific gravity of the concrete is 2.4. (Water density: 1000 kg/m³) 2 m FIGURE P3-83 0.70 m m 40°
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- The flat surface shown is submerged vertically in water. Find the fluid force against the surface. The weight density of water is 9810 N/m3. 1 m 3 m 6 m Enter the exact answer. F = i %3Dchoose right oneFind the resultent force f center of pressure for one Side of submerged area showm in figure below- Water 1-3m 0.75 Fo.sm hole of dia. = 0.6 m 1.5 + 1.5 +
- Please solve it quickly3- Find the total pressure and position of center of pressure FREE WATER SURFACE on a triangular plate of base 2 m and height 3 m which is 60 2.5 immersed in water in such a way that the plane of the plate h* -2 makes an angle of 60 with the free surface of the water. 3r The base of the plate is parallel to water surface and at a depth of 2.5 m from water surface.Find the hydrostatic force in kN acting in a triangular plate of base 2 m and height 3 m which is immersed in water in such a way that the plane of the plate makes an angle of 60 degrees with the free surface of the water. The base of plate is parallel to water surface and at a depth of 2.5 m from the water surface.
- Ss 3-38 A gate, in the shape of a quarter-cylinder, hinged at A and sealed at B, is 3 m wide. The bottom of the gate is 4.5 m below the water surface. Determine the force on the stop at B if the gate is made of concrete; R = 3 m. A Water D R' В P3.38The figure below shows the cross-section of a tank full of water under pressure. The pressure in the tank is 19.62 kN m² and its length is 2 m in the paper. An empty cylinder lies along the length of the tank on one of its corner as shown. Find the resultant force acting on the curved surface ABC. 19.62 kNm R-1m 1.5m Tank fal of waterQ2 Water rises to level E in the pipe attached to tank ABC D in Fig. 3-4. Neglecting the weight of the tank and riser pipe, (a) determine and locate the resultant force acting on area AB, which is 8 ft wide; (b) compute the total force on the bottom of the tank; and (c) compare the total weight of the water with the result in (b) and explain the difference. to 12 A = 1.0 fr? 6' IC 20' Fig. 3-4