QUESTION 3: An inclined semicircular-shaped (diameter = 7 m) flat plate is entirely submerged in coconut oil (SG = 0.903). The angle between the free surface and the plane of the surface is 47°. Given the hydrostatic P (Pgauge) acting on center of pressure was 73.2 kPa. Assume the both sides of the plate are subjected to Patm. Calculate the: Line of action F=PeA Center of pressure Centroid of area (a) Density of coconut oil. (b) Vertical height from free surface to center of pressure. (c) Inclined distance at centroid from free surface. (d) The resultant hydrostatic force acting on the flat plate.

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...
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QUESTION 3:
An inclined semicircular-shaped (diameter = 7 m) flat plate is entirely submerged in coconut
oil (SG = 0.903). The angle between the free surface and the plane of the surface is 47°.
Given the hydrostatic P (Pgauge) acting on center of pressure was 73.2 kPa. Assume the both
sides of the plate are subjected to Patm. Calculate the:
-Line of action
F=PA
Center of
pressure
Centroid
of area
(a) Density of coconut oil.
(b) Vertical height from free surface to center of pressure.
(c) Inclined distance at centroid from free surface.
(d) The resultant hydrostatic force acting on the flat plate.
Transcribed Image Text:QUESTION 3: An inclined semicircular-shaped (diameter = 7 m) flat plate is entirely submerged in coconut oil (SG = 0.903). The angle between the free surface and the plane of the surface is 47°. Given the hydrostatic P (Pgauge) acting on center of pressure was 73.2 kPa. Assume the both sides of the plate are subjected to Patm. Calculate the: -Line of action F=PA Center of pressure Centroid of area (a) Density of coconut oil. (b) Vertical height from free surface to center of pressure. (c) Inclined distance at centroid from free surface. (d) The resultant hydrostatic force acting on the flat plate.
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