A cubical tank of side 2 m is filled upto 1.5 m with glycerine of specific gravity 1.6. Find the force acting on the side of the tank when (a) it is accelerated vertically upward at 5 m/s, and (b) it is accelerated vertically downward at 5 m/s?.
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- The jet of a horizontal nozzle strikes a vertical plate with a force equal to 7000N. If the discharge flowing at the nozzle is 0.12 m3/s. Compute the diameter of the jetThe rectangular bin with an inclined gate AB is filled with oil to the depth shown. Determine the resultant force (kN) acting on the inclined side AB. Take density of oil - 900 kg/m^3 x=3.27 a=5.2 m b=30 degrees asapA cylindrical tank 2.20 meters in diameter and 15 meters high is filled with liquid Z. Apressure gage at elev. 10m at the side of the tank reads 105 kPa.Another gage at elev. 6m reads 140 kPa. Compute the specific weight of the liquid, density and specific gravity.
- A closed cylindrical vessel 1.50 m in diameter and 3 m high is filled with 2.50 m of glycerin (sg=1.50). It is rotated about its own vertical axis at a constant angular speed of 175 rpm. The air space above the water is under a pressure of 115.525 kPa. Determine the height of the Paraboloid in m Determine the area of the uncovered portion in sq.m. Determine the pressure acting on the bottom of the tank along its circumference in kPa. Determine the pressure acting on the top of the tank along its circumference in kPaA 150-lb cylindrical tank is at rest as shown. Determine force P in lb required to move the tank up the higher-level surface.diameter = 60 cm height = 60 cm The CLOSE cylindrical tank is two-thirds full of water. It is subjected to pressure = 10 kpag. Considering that the tank is to rotate about the axis at the center at 10 rad/s a. What is the pressure at point C? b. What is the pressure at point D?
- Water flows at a rate of 120 L/s in a 30 cm diameter horizontal pipe connected to a 20 cm diameter pipe through a vertical reducer bend. The change in water direction of the reducing bend is 120o. The vertical distance between the entrance and outlet of the bend is 1.5 m and the pressure at its entrance is 70KPa. The total weight of the bend material and water contained in it is 90 kg. Sketch the forces involve in the pipe flow analysisThe maximum diameter that a capillary tube can have to ensure that a capillary rise of atleast 6 mm is achieved when the tube is dipped into a body of liquid with surface tension = 0.08 N/m and density = 900 kg/m3, is _______?A horizontal reducing bend deflected at 110° has a diameter of 250mm upstream and 100mm downstream. A fluid (SG=0.90) enters the bend with a velocity of 3.70 m/s and a pressure of 300 kPa. Neglecting any energy losses, determine the horizontal and vertical component of the force required to hold the bend in place in kN.
- A cube is dropped into the cylinder and the water rises. The length of a side of the cube is 3.7 cm. Specific weight of water is 9.81 kN/m3. Find the density of the cube, the specific gravity of the cube. Where is the vertical CG of the cube? Vertical center of buoyancy based on SWL?A pressure gauge at elevation 6.5 meters at the side of a tank containing a liquidreads 95 kpa. Another gauge at elevation 2.5 meters reads 115 kpa. Compute thespecific weight of the liquid in kn/m3 and draw the figure..The piston at A has a cross sectional area of 700 sq.cm. while that of B is 120 sq.cm.as shown in figure. The difference in elevation between pistons A & B is2.3meters. If the intervening passages are filled with oil (S=0.8), what force P in kn isrequired to maintained equilibrium?