6. What is the gauge pressure at pint A, Y1 = 10 kN/m? A] Y2 = 25 kN/m3 %3D 50 cm h 10 cm Figure Inclined piezometer tube. 4. 50 cm-
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![6. What is the gauge pressure at pint A,
Y1 = 10 kN/m?
A]
Y2 = 25 kN/m3
%3D
50 cm
10 cm
Figure Inclined piezometer tube.
4.
-50 cm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F694d3836-1f06-4530-87e7-1fadb24691fc%2F473b474e-4a35-4eef-a7fe-79a340ae65ae%2F6pitsk_processed.jpeg&w=3840&q=75)
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- A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes qn angle of 30° with the horizontal, the 1.2 m sides being the horizontal. a. what is the minimum lressure acting on the plane in kPa b. what is the maximum lressure acting on the plane kPa c. Determine the magnitude of hydrostatic force acting on either side of the plane in KN. Support your computations with correctly drawn and labrled pressure prism diagrams.The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use ?????? = 9.79 kN/m³. Determine the following: A. vertical component of the total hydrostatic force on the quarter circle panel AB in kN B. Resultant hydrostatic force acting on the quarter circle panel AB in kN C. Angle that the resultant hydrostatic force make with the horizontal in degrees.Determine the magnitude and location of the resultant hydrostatic forceacting on the submerged rectangular plate AB shown.The plate has a width of 1.5 m; ρw = 1000 kg/m3.
- A rectangular plane, 1.2 m by 1.8 m is submerged in water and makes an angle of 30° with the horizontal, the 1.2 m sides being horizontal. a.) If the top edge of the plane is at the free surface, what would be the shape of the pressure distribution acting on the plane? b.) What is the minimum pressure acting on the plane in kPa? c.) What is the maximum pressure acting on the plane in kPa? d.) Determine the magnitude of hydrostatic force acting on either side of the plane in KN. Support your computations with correctly drawn and labeled pressure prism diagrams.determine the difference in pressure (kPa) between a and b a=4.99 meters b=1.78 metersestimate the pressure at points A and B. (given the distance X=4.6m and Y=0.90m)
- 4. A reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges into the atmosphere at the rate of 2.23 cfs. What is the pressure in psi midway in the pipe, assuming the only lost head is 6.20 ft in each 100 ft of length? indicaye free body diagramDetermine the total pressure in kN on a plane rectangular surface of 1 m wide and 3 m deep when its upper edge is horizontal and coincides with water surface. a. 121.45 b. 103.0 c. 59.34 d. 44.14a. Rankine's active earth pressure coefficient: ka1 = (for the upper layer) ka2 = (for the lower layer) b. Lateral pressure due to soil (in kN/m2 per meter length of wall): @ point R = @ just above point S = @ just below point S = @ point T = Thank you please help
- aceeleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kpa.6 — Does altering fluid temperature influences the results obtained by pitot static tube? clarifyA square gate (2m on each side) is submerged vertically in water such that the upper edge of the gateis at a depth of 0.5 m from the watersurface. Draw the figure and find the hydrostatic force and the location of the center of pressure.