Pulley system on a double inclined plane

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This article is about the following scenario. A fixed triangular wedge has two inclines I1 and I2 making angles α1 and α2 with the horizontal, thus making it a double inclined plane. A pulley is affixed to the top vertex of the triangle. A string through the pulley has attached at its two ends blocks of masses m1 and m2, resting on the two inclines I1 and I2 respectively. The string is inextensible. The coefficients of static and kinetic friction between m1 and I1 are μs1 and μk1 respectively. The coefficients of static and kinetic friction between m2 and I2 are μs2 and μk2 respectively. Assume that μk1μs1 and μk2μs2.

We assume the pulley to be massless so that its moment of inertia can be ignored for the information below. We also assume the string to be massless, so that the tension values at the two ends of the string are equal in magnitude.

Summary of cases starting from rest

These cases will be justified later in the article, based on the force diagram and by solving the resulting equations.

Case What happens qualitatively Magnitude of accelerations
m1sinα1m2sinα2>μs1m1cosα1+μs2m2cosα2 m1 slides downward and m2 slides upward, with the same magnitude of acceleration a=g(m1sinα1m2sinα2μk1m1cosα1μk2m2cosα2)/(m1+m2).
m2sinα2m1sinα1>μs1m1cosα1+μs2m2cosα2 m2 slides downward and m1 slides upward, with the same magnitude of acceleration a=g(m2sinα2m1sinα1μk1m1cosα1μk2m2cosα2)/(m1+m2).
|m1sinα1m2sinα2||μs1m1cosα1+μs2m2cosα2| The system remains at rest 0

Basic components of force diagram

There are two force diagrams of interest here, namely the force diagrams of the masses m1 and m2.

There are five candidate forces on each mass. We describe the situation for m1 below:

Force (letter) Nature of force Condition for existence Magnitude Direction
m1g gravitational force unconditional m1g where m1 is the mass and g is the acceleration due to gravity vertically downward, hence an angle θ with the normal to the incline and an angle (π/2)α1 with the incline
T tension unconditional needs to be computed based on solving equations. pulls the mass up the inclined plane.
N1 normal force unconditional adjusts so that there is no net acceleration perpendicular to the plane of the incline outward normal to the incline
fs1 static friction no sliding adjusts so that there is no net acceleration along the incline. At most equal to μs1N1. The direction could be either up or down the incline, depending on whether the remaining forces create a net tendency to pull m1 down or pull it up.
fk1 kinetic friction sliding μk1N1 where N1 is the normal force opposite direction of motion -- hence down the incline if sliding up, up the incline if sliding down. Assuming the block was initially at rest, it can only slide down, hence up the incline is the only possibility.

A similar description is valid for math>m_2</math>:

Force (letter) Nature of force Condition for existence Magnitude Direction
m2g gravitational force unconditional m2g where m2 is the mass and g is the acceleration due to gravity vertically downward, hence an angle θ with the normal to the incline and an angle (π/2)α2 with the incline
T tension unconditional needs to be computed based on solving equations. pulls the mass up the inclined plane.
N2 normal force unconditional adjusts so that there is no net acceleration perpendicular to the plane of the incline outward normal to the incline
fs2 static friction no sliding adjusts so that there is no net acceleration along the incline. At most equal to μs2N2. The direction could be either up or down the incline, depending on whether the remaining forces create a net tendency to pull m2 down or pull it up.
fk2 kinetic friction sliding μk2N2 where N2 is the normal force opposite direction of motion -- hence down the incline if sliding up, up the incline if sliding down. Assuming the block was initially at rest, it can only slide down, hence up the incline is the only possibility.

Components perpendicular to the respective inclined planes

For more analysis of this part, see sliding motion along an inclined plane#Component perpendicular to the inclined plane

For m1, taking the component perpendicular to the inclined plane I1, we get:

N1=m1gcosα1(1.1)

For m2, taking the component perpendicular to the inclined plane I2, we get:

N2=m2gcosα2(1.2)

Note that this part of the analysis is common to both the sliding and the no sliding cases.

Components along the respective inclined planes assuming no sliding

Note that the no sliding case has two subcases:

  • The system has a tendency to slide m1 down and m2 up, i.e., this is what would happen if there were no static friction. Thus, the static friction fs1 acts up the incline I1 and the static friction fs2 acts down the incline I2.
  • The system has a tendency to slide m1 up and m2 down, i.e., this is what would happen if there were no static friction. Thus, the static friction fs1 acts down the incline I1 and the static friction fs2 acts up the incline I2.

Let's consider the first case, i.e., m1 down and m2 up. We get the equation for m1:

m1gsinα1=T+fs1(2.1)

and

0fs1μs1N1(2.2)

We get a similar equation for m2:

T=m2gsinα2+fs2(2.3)

and

0fs2μs2N2(2.4)

Add (2.1) and (2.3) and rearrange to get:

m1gsinα1m2gsinα2=fs1+fs2(2.5)

Plugging in (2.2) and (2.4) into (2.5), we get:

0m1gsinα1m2gsinα2μs1N1+μs2N2(2.6)

Plugging in (1.1) and (1.2) into this yields:

0m1gsinα1m2gsinα2μs1m1gcosα1+μs2m2gcosα2(2.6)

Cancel g from all sides to get:

0m1sinα1m2sinα2μs1m1cosα1+μs2m2cosα2(2.7)

This is the necessary and sufficient condition for the system to have a tendency to slide m1 down and m2 up, but to not in fact slide.

Simialrly, in the other not sliding case (i.e., the system has a tendency to slide m2 down, m1 up), we get the following necessary and sufficient condition:

0m2sinα2m1sinα1μs1m1cosα1+μs2m2cosα2(2.8)

Overall, for the no sliding case, we get the necessary and sufficient condition:

|m1sinα1m2sinα2|μs1m1cosα1+μs2m2cosα2

Note the following: in all these cases, it is not possible, using these equations, to determine the values of T, fs1 and fs2 individually.

Components along the respective inclined planes assuming sliding

We consider two cases:

  • m1 is sliding (and accelerating) down and m2 is sliding (and accelerating) up, so the force of kinetic friction fk1 acts up along I1 and the force of kinetic friction acts down along I2.
  • m1 is sliding (and accelerating) up and m2 is sliding (and accelerating) down, so the force of kinetic friction fk1 acts down along I1 and the force of kinetic friction acts up along I2.

We first consider the m1 down, m2 up case. Let a denote the magnitude of acceleration for m1. a is also equal to the magnitude of acceleration for m2. We get:

m1gsinα1fk1T=m1a(3.1)

with

fk1=μk1N1(3.2)

and

Tm2gsinα2fk2=m2a(3.3)

with

fk2=μk2N2(3.4)

Add (3.1) and (3.3), plug in (3.2),(1.1) and (3.4),(1.2) to get:

m1gsinα1m2gsinα2μk1m1gcosα1μk2m2gcosα2=(m1+m2)a(3.5)

Rearranging, we get:

a=m1gsinα1m2gsinα2μk1m1gcosα1μk2m2gcosα2m1+m2(3.6)

Since a>0 by our sign convention, this case is valid if:

m1gsinα1m2gsinα2>μk1m1gcosα1+μk2m2gcosα2(3.7)

and in particular:

m1gsinα1>m2gsinα2(3.8)

The other case (m2 down, m1 up) occurs if the inequality sign is reversed, and we get, in that case, that:

a=m2gsinα2m1gsinα1μk1m1gcosα1μk2m2gcosα2m1+m2(3.9)