Moment about shaft from hydrostatic forces

In summary, the conversation discussed determining the net moment about a horizontal shaft from hydrostatic forces acting on a gate with a specific shape. The solution involved splitting the gate into two parts, a square and a semicircle, and using the parallel axis theorem to find the location of force or center of pressure for the square. The net moment about the shaft was then calculated by finding the difference between the clockwise and anticlockwise moments. The final result was a net moment of 750kNm.
  • #1
zerogoal
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Homework Statement



A gate with the shape as shown is mounted on a horizontal shaft. Determine the net moment about the shaft from the hydrostatic forces acting on the gate.

Answer: 750kNm

Homework Equations



h_c: height of centroid = y_c * sin(theta)
y_r: location of force or centre of pressure= y_c + [I_xc/(y_c * A)]
F_r= density * gravity * h_c * Area
Moment= F_r * [y_r - y_c]

The Attempt at a Solution



I split the gate into 2 parts- square and semicircle.
hc_semicircle= 7.27m
F_semicircle= 1000 * 9.8 * 7.27 * (pi * 0.5 * 3 * 3) = 1007.2kN
y_semicirlce= 7.36m

hc_square= 6/2 = 3m
F_square = 1058.4kN
y_square =?

How do i get y_r for square? if i use the formula above, then i would not get the correct answer for moment.

I was told to use h/3 to find y_square in which y_square= 2m
But i do no understand why can't i use the formula above to find y_square.

Can anyone help me with this?
 

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  • #2
you are already half way there.

If you know the parallel axis theorem which you already put in. y_r: location of force or centre of pressure= y_c + [I_xc/(y_c * A)]

use it. y_square is y_c + [I_xc/(y_c * A)]
for square or rectangle I_xc is (1/12)(b)(a)^3 doesn't matter what b and a are because its a square and both are 6.
y_c is 3 as we know the centroid of square is just the middle of the square since it is the middle it is just 3 m below.
hence after working out we will find y_square to be 4.

Now we take a moment. Not literally. A moment about the shaft.
now working we need to find the net moment about the shaft. so we can look at it this way we know the Force on the square will cause an clockwise moment about the shaft. F_square is 4m down from the water surface. with geometry it is 2m above the shaft. the product of F_square and 2m will be clockwise moment about the shaft.

F_semicircle is 7.359m below the surface of water. minus away the length of the square it is just 1.359m below the shaft. the product of F_semicircle and 1.359m will be an anticlockwise moment about the shaft. the Nett moment is just the difference between clockwise and anticlockwise moments about the shaft. you will get 750kNm.

It's 5 years late you probably graduated. but I just want to help others.
 
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FAQ: Moment about shaft from hydrostatic forces

1. What is a moment about shaft from hydrostatic forces?

A moment about shaft from hydrostatic forces refers to the torque or rotational force exerted on a shaft due to the pressure of a fluid acting on a surface perpendicular to the axis of the shaft.

2. How is the moment about shaft from hydrostatic forces calculated?

The moment about shaft from hydrostatic forces can be calculated using the formula M = F x d, where M is the moment, F is the hydrostatic force, and d is the distance from the force to the axis of rotation.

3. What factors affect the moment about shaft from hydrostatic forces?

The moment about shaft from hydrostatic forces is affected by the magnitude of the hydrostatic force, the distance from the force to the axis of rotation, and the angle at which the force is applied to the surface.

4. How does the moment about shaft from hydrostatic forces impact the stability of a structure?

The moment about shaft from hydrostatic forces can cause a structure to rotate or tilt, which can affect its overall stability. It is important to consider and account for these forces in the design and construction of structures.

5. Can the moment about shaft from hydrostatic forces be controlled or minimized?

In some cases, the moment about shaft from hydrostatic forces can be controlled or minimized through the use of counterbalancing forces or by altering the shape or orientation of the structure. However, in most cases, it is a natural result of the pressure exerted by fluids and cannot be completely eliminated.

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