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This article is about the following scenario. A fixed triangular wedge has two inclines and making angles and 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 and , resting on the two inclines and respectively. The string is inextensible. The coefficients of static and kinetic friction between and are and respectively. The coefficients of static and kinetic friction between and are and respectively. Assume that and .
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
slides downward and slides upward, with the same magnitude of acceleration
.
slides downward and slides upward, with the same magnitude of acceleration
.
The system remains at rest
Basic components of force diagram
There are two force diagrams of interest here, namely the force diagrams of the masses and .
There are five candidate forces on each mass. We describe the situation for below:
For , taking the component perpendicular to the inclined plane , we get:
For , taking the component perpendicular to the inclined plane , we get:
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 down and up, i.e., this is what would happen if there were no static friction. Thus, the static friction acts up the incline and the static friction acts down the incline .
The system has a tendency to slide up and down, i.e., this is what would happen if there were no static friction. Thus, the static friction acts down the incline and the static friction acts up the incline .
Let's consider the first case, i.e., down and up. We get the equation for :
and
We get a similar equation for :
and
Add (2.1) and (2.3) and rearrange to get:
Plugging in (2.2) and (2.4) into (2.5), we get:
Plugging in (1.1) and (1.2) into this yields:
Cancel from all sides to get:
This is the necessary and sufficient condition for the system to have a tendency to slide down and up, but to not in fact slide.
Simialrly, in the other not sliding case (i.e., the system has a tendency to slide down, up), we get the following necessary and sufficient condition:
Overall, for the no sliding case, we get the necessary and sufficient condition:
Note the following: in all these cases, it is not possible, using these equations, to determine the values of , and individually.
Components along the respective inclined planes assuming sliding
We consider two cases:
is sliding (and accelerating) down and is sliding (and accelerating) up, so the force of kinetic friction acts up along and the force of kinetic friction acts down along .
is sliding (and accelerating) up and is sliding (and accelerating) down, so the force of kinetic friction acts down along and the force of kinetic friction acts up along .
We first consider the down, up case. Let denote the magnitude of acceleration for . is also equal to the magnitude of acceleration for . We get:
with
and
with
Add (3.1) and (3.3), plug in (3.2),(1.1) and (3.4),(1.2) to get:
Rearranging, we get:
Since by our sign convention, this case is valid if:
and in particular:
The other case ( down, up) occurs if the inequality sign is reversed, and we get, in that case, that: