ind the hydrostatic force (in N) against the ga

YI G &UIK AR Googk 1 Nte uole L 5 ps The pressure gauge fitted on a water tank (see Figure) shows a reading of 19620 N/m2. The curved surface PQ of the top is quarter of a circular cylinder of radius 1.4 m. Find the magnitude (in kN) and direction (in °) of the resultant pressure force acting on the curved surface if the width of the tank is unity. Imaginary water surface R 2 m 19620 N/m2 P Fy FH- 1.4 m Water tank O 56.455, 0.4894 56.455, 48.94 56.455, 4.894 O 56455, 48.94 O I do not wish to attempt hp

1- Panel BC in the figure is circular. Compute (a) the hydrostatic force of the water on the panel; (b) its center of pressure; and (c) the moment of this force about point B. Given and unknowns: Assumptions: Schematic: Governing Equation(s): Analysis and Results: Water at 20°C C 50° B 3 m 3 m 3 m

A semicircular plate with radius r= 2 is submerged in water as seen in the picture. Using the facts that the density of water is 1000 kg/m³ and acceleration due to gravity is 9.8 m/s², calculate the fluid force (in N) against the side of the plate. Make sure your answer is correct to three decimal places at least. Fluid force radius-r N

A gate of a water tank is kept in the closed position by applying a force F as shown in the figure. The depth of water (h) is 1.80 m. The height of the gate (H) is 0.500 m, and the width of the gate (into the paper) is 1 m. The gate is designed so that it can rotate around the hinge as shown. h (m) H (m) F Gate Hinge Part A Calculate the minimum force F required to keep the gate in the closed position. Express your answer to three significant figures VO ΑΣΦ Submit Provide Feedback Constants Request Answer **** ? Next KN

A vertical dam has a semicircular gate as shown in the figure. Using the facts that the density of water is 1000 kg/m³ and acceleration due to gravity is 9.8 m/s², calculate the hydrostatic force (in N) against the gate. Make sure your answer is correct to the nearest thousand. 12 m Hydrostatic force = 4 m N 2 m water level

5. Gate ABC is shaped in the form of a circular arc and pivots about point O. The arc extends a width b in the plane of the figure. 6 m Water A R = 6m 6 m Questions: (a) Determine the horizontal component of the resultant hydrostatic force (per unit width) acting on the gate. (b) Determine the vertical component of the resultant hydrostatic force (per unit width) acting on the gate. (c) Determine the magnitude and direction of the resultant hydrostatic force. (d) Does the line of action of this force pass through point O? Justify your answer.

A semicircular plate with radius r = 2 is submerged in water as seen in the picture. Using the facts that the density of water is 1000 kg/m³ and acceleration due to gravity is 9.8 m/s2, calculate the fluid force (in N) against the side of the plate. Make sure your answer is correct to three decimal places at least. radius=r Fluid force = # N

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A trough with a trapezoidal cross-section, as shown in the figure, contains vegetable oil with density 935 kg/m³. (Use g = 9.8 m/s² for the acceleration due to gravity.) 2m → T 3 m 4 m 1 m (a) Find the hydrostatic force (in N) on one end of the trough if it is completely full of oil. N (b) Compute the force (in N) on one end if the trough is filled to a depth of 1.8 m. (Round your answer to two decimal places.) N