below due to the fluid pressure. Indicate its direction and locate the center of pressure on the diagram (Ywet = 9810 N/m).
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- The cylinder shown in the figure extends 10 ft into the paper. If the cylinder has the radius of 4 ft, compute the vertical component of the hydrostatic force of the oil on the cylinder. 90 Oil ( s.g. = 0.85 ) 4 ft, 90 S0°5. Compute the resultant force on the gate the location of the center of pressure. Draw an FBD diagram and show the resultant force on the area as well as its location. y = 9810 N/m³. 0.80 m 0.5 m Semicircular hatch -1.50-m diameter Turpentine sg = 0.88 70°Using the piezometric concept, compute the magnitude of the resultant force on the indicated area 0.2 m and the location of the center of pressure. Note that Semicircular hatch the tank is now sealed at the top with a pressure of 0.25 m 13.8 kPa (gage) above the fluid. 0.66 m 508-mm radius Ethylene glycol sg = 1.10 0.25 m 30° Tank is symmetrical
- 2. The tank shown contains alcohol (SG=D0.78) and covered by a circular plug 1.2 m in diameter. Calculate the hydrostatic force F Am acting on the plug and its center of pressure. 8m 1.2 m 3. The gate as shown is 3 m normal to the page. It keeps the two liquids from mixing with each onough clocuro botween the oil andPLEASE ANSWER THEM ASAP ALL FOR AN UPVOTE. I PROMISE THAT. At 20 0 C, determine pressure (in N/m²) inside a water droplet having diameter of 1.5 mm with a surface tension of 0.053 N/m. a.) What is the working formula of pressure to be used in this problem? b.)What is the diameter of the droplet (in m - enter your complete answer in decimal system)? c.) What is the radius of the droplet (in m - enter your complete answer in decimal system)? d.) What will be the modified working equation to be used to solve this problem based from the given? e.) What is the pressure inside the droplet of water (in N/m²)? f.)What is the pressure inside the droplet of water (converted to its CGS unit)?The diving bell has the shape of a frustum of a cone (circular) with a closed flat top and open bottom. It is lowered from the outside air into salt water (y= 10.2 kN/m3). Compute the volume of air trapped inside the caisson when the water level has risen 2.50m inside? 4m 4m 2.5m 5m Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: m3 Decimal Places required in the final answer: 3
- Q3/Determine the height water will rise due to capillary action in a clean 0.25 in. diameter tube. What will be the height if the diameter is reduced to 0.01 in. Consider o= 5.03*10-3 lb/ft and y= 62.4 lb/ft³.Find the location of resultant force( F)of the water on the triangular gate and the force(P) necessary to hold the gate in *.'the position shown in Fig.e=53 water 8 ate 5m Hing 3m P=51.09 KN O P= 61.09 KN O P= 71.09 KN O 2mCalculate the magnitude of the hydrostatic force due to water, on the inclined surface. Locate the hydrostatic force measured along the incline from A. Consider a 1m unit width into the paper. 9m B A wg +- wut >
- Q3) Compute the horizontal and vertical components of the water pressure acting on the face of tainter gate AB of 72° sector of radius 25 ft as shown in Fig.2.Take the width of the gate as unity. The specific weight of water = 62.4 Ib/ft³. 25ft Water C 25-ft radius 36° + 36⁰A tank is filled with fluid under prcssurc anti the prcssurc gauge fixcd at the top indicatcs a prcssurc of 21 kPa. The curved surfacc of the top is quarter of a circular part of radius 2.6 m. calculate the magnitude (N) and direction (degree) of the resultant force on the cun'ed surface. (p=950kg./m³for fluid)Example: A hemisphere projection of diameter 0.6 m exists on one of the vertical sides of a tank. If the tank contains water to an elevation of 1.5 m above the center of the hemisphere, calculate the vertical and horizontal forces. Water 1.5 m o0.6 m N 立