12. A block of mass m is on an inclined plane of angle θ.The
coefficient of friction between the block and the plane is μ and
tan θ > μ.The block is held stationary by applying a force P
parallel to the plane. The direction of force pointing up the plane is taken to
be positive.As P is varied from P1 = mg (sinθ - μ cosθ) to P2 =
mg (sinθ + μ cosθ), the frictional force f versus P graph will look
like
The above question is from Strength of Materials in
engineering.Here there are four choices.One has to find out the correct choice
as shown above.
Here we are plotting the stress-strain diagram known as
Shear stress diagram .This is of five types. They are as follows:
1. Shear stress diagram of indeterminate nature
Here the Shear (bending moment) is centre-shear .This means the beam is
uncontrolled by nature which is end supported with fixed hinges.So here the
solution is as in (b)
2. Shear stress diagram of single fixed hinge
Here the solution is a downward straight line in the shear stress
diagram
3. Shear stress diagram of double fixed type
This type shear stress diagram is two triangles ,both up and
down inluded
4. Shear stress diagram with one end fixed and other end
roller
Here the shear stress diagram curve is parabolic .
5. Shear stress diagram with both end roller
Here one end is hinge roller and other end is full
roller.Here is shear stress diagram is extremely complicated
In the above question of inclined plane one end is fixed
hinge and other end is free.This means ,among the above choices diagram which
shows shear stress diagram as below X-Y line is correct .The graph should be
straight line and not inclined ( inclined is for case 3 where both ends are
fixed and parbolic is for case 4 where one end is fixed and other end is
roller supported for the beam type)
So answer is (d)
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