In the figure below, A is a 44 N block and B is a 22 N block. The coefficient of static friction between A and the table is 0.20 and the minimum weight of the block C to make Block A and C static is 66 N (a) Block C suddenly is lifted off A. Calculate the acceleration of block A, if the coefficient of kinetic friction between A and the table is 0.15.

In the figure below A is a 44 N block and B is a 22 N block The coefficient of static friction between A and the table is 020 and the minimum weight of the bloc class=

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ANSWER

2.29 m/s²

EXPLANATION

The free body diagram of this situation, when block C is lifted off A is

Now we know that blocks A and B are moving, so the equations according with Newton's second law of motion for each block are:

Block A:

[tex]\begin{gathered} F_T-F_f=m_A\cdot a \\ F_N-F_{gA}=0 \end{gathered}[/tex]

Block B (there are not horizontal forces):

[tex]F_T-F_{gB}=-m_B\cdot a[/tex]

From the equation for block B, we have that the tension of the rope is:

[tex]\begin{gathered} F_T=F_{gB}-m_B\cdot a \\ F_T=m_B\cdot g-m_B\cdot a \\ F_T=m_B(g-a) \end{gathered}[/tex]

And mB is:

[tex]m_B=\frac{F_{gB}}{g}[/tex]

So the tension force is:

[tex]F_T=\frac{F_{gB}}{g}(g-a)[/tex]

The kinetic friction force, when the coefficient of kinetic friction betwen the surfaces is μk is:

[tex]F_f=\mu_k\cdot F_N[/tex]

The normal force, from the second equation of block A is:

[tex]F_N=F_{gA}=44N[/tex]

So the friction force between block A and the table is:

[tex]F_f=0.15\cdot44N=6.6N[/tex]

Now, using the first equation for block A, we can find its acceleration. But before doing that, we have to find the mass of block A - remember that we have the weight, not the mass. This we find with the equation of weight:

[tex]\begin{gathered} F_{gA}=m_A\cdot g \\ m_A=\frac{F_{gA}}{g} \end{gathered}[/tex]

Replacing Ft, Ff and mA into the first equation of block A:

[tex]F_T-F_f=m_A\cdot a[/tex][tex]\frac{F_{gB}}{g}(g-a)-6.6N=\frac{F_{gA}}{g}\cdot a[/tex]

We have an equation which we can solve for a. Apply distributive property in the first term:

[tex]\begin{gathered} \frac{F_{gB}\cdot g}{g}-\frac{F_{gB}\cdot a}{g}-6.6N=\frac{F_{gA}}{g}\cdot a \\ F_{gB}-\frac{F_{gB}\cdot a}{g}-6.6N=\frac{F_{gA}}{g}\cdot a \end{gathered}[/tex]

Then add the second term from both sides:

[tex]\begin{gathered} F_{gB}-\frac{F_{gB}\cdot a}{g}+\frac{F_{gB}\cdot a}{g}-6.6N=\frac{F_{gA}}{g}\cdot a+\frac{F_{gB}\cdot a}{g} \\ F_{gB}-6.6N=\frac{F_{gA}}{g}\cdot a+\frac{F_{gB}}{g}\cdot a \end{gathered}[/tex]

Take a as a common factor from the right side of the equation:

[tex]F_{gB}-6.6N=(\frac{F_{gA}}{g}+\frac{F_{gB}}{g})a[/tex]

And then divide by the coefficient of a:

[tex]a=\frac{F_{gB}-6.6N}{(\frac{F_{gA}}{g}+\frac{F_{gB}}{g})}[/tex]

Since g is a common denominator we can simplify the expression a little before replacing with values:

[tex]a=\frac{F_{gB}-6.6N_{}}{\frac{F_{gA}+F_{gB}}{g}}=\frac{g(F_{gB}-6.6N)}{F_{gA}+F_{gB}}[/tex]

Now we can replace and find a:

[tex]a=\frac{9.81m/s^2(22N-6.6N)}{44N+22N}=2.29m/s^2[/tex]

Ver imagen AshwaqB152478