(^740) A Textbook of Engineering Mechanics
EXERCISE 35.5
- A hollow circular plate of 2 m exteral diameter and 1 m internal diameter is immersed
vertically in water, such that centres of the plate is 2 m deep from the water surface. Find
the total pressure and the depth of centre of pressure.
[Ans. 46.3 kN; 2.16 m] - A composite section is made up of a rectangle 4 m × 2 m and a triangle of base 2 m and
height 3 m. The base of the triangle is connected to the 2 m side of the rectangle. The plate
is immersed in water at an angle of 30º with the horizontal, in such a way that the rectan-
gular portion is above the triangular one and its 2 m side is parallel to the water surface
and 1 m below it.
Find the total pressure on the plate and the position of the centre of the plate.
[Ans. 260.0 kN; 2.71 m]
QUESTIONS
- What do you understand by the term hydrostatic pressure?
- Derive an equation for the total pressure on a vertical immersed surface.
- Define total pressure on a surface and centre of pressure of a surface.
- From the first principles, derive a relation for the centre of pressure on a vertical immersed
surface. - Show that the centre of pressure of a body is always below its centre of gravity.
- Derive an expression for the depth of centre of pressure of an inclined surface immersed
in a liquid. - Explain the uses of pressure diagram in hydrostatics.
OBJECTIVE TYPE QUESTIONS
- The total pressure on a horizontally immersed surface is
(a) wA (b) wx
(c) wA x (d) wA x^2
where w= Specific weight of the liquid,
A= Area of the immersed surface, and
x = Depth of centre of gravity of the immersed surface from the
liquid surface. - The intensity of pressure on an immersed surface ...... with the increases in its depth from
the liquid surface.
(a) Increases (b) Does not change (c) Decreases - The centre of pressure of an immersed surface acts ...... its centre of gravity,
(a) Above (b)At (c) Below - The depth of centre of pressure (h) of a vertically immersed surface from the liquid
surface is given by
(a) –
IG x
Ax (b)
G –
I
Ax
x
(c)
G
Ax
x
I
+ (d) G
I
x
Ax
+