Authors: Russell C. Hibbeler
ISBN-13: 978-0133915426
See our solution for Question 38P from Chapter 8 from Hibbeler's Engineering Mechanics.
We are given the coefficient of static friction between the drum and brake bar is ${\mu _s} = 0.4$, the moment is $M = 35\;{\rm{N}} \cdot {\rm{m}}$, and the mass of the drum is $m = 25\;{\rm{kg}}$.
We are asked to determine the smallest force P that needs to be applied to the brake bar in order to prevent the drum from rotating and the corresponding horizontal and vertical components of reaction at pin O.
The free body diagram of the brake bar is shown as:

We have the horizontal distance between point A and applied force is $x = 300\;{\rm{mm}} + 700\;{\rm{mm}} = 1000\;{\rm{mm}}$.
We have the vertical distance between point A and applied force is $y = 500\;{\rm{mm}}$.
We have the distance between points A and B is $AB = 700\;{\rm{mm}}$.
The free body diagram of the brake drum is shown as:

We have the radius of drum is $r = 125\;{\rm{mm}}$.
The formula to calculate the friction force at point B is,
\[{F_B} = {\mu _s}{N_B}\] ... (1)The formula to calculate the moment about point A is,
\[\begin{array}{c} Px - {N_B}\left( {AB} \right) + {F_B}\left( y \right) = 0\\ Px - {N_B}\left( {AB} \right) + \left( {{\mu _s}{N_B}} \right)\left( y \right) = 0 \end{array}\]Substitute the values in the above expression.
\[\begin{array}{c} \left[ \begin{array}{c} P\left( {1000\;{\rm{mm}}} \right) - {N_B}\left( {700\;{\rm{mm}}} \right)\\ + \left( {0.4{N_B}} \right)\left( {500\;{\rm{mm}}} \right) \end{array} \right] = 0\\ P = 0.5{N_B} \end{array}\] ... (2)The formula to calculate the moment about point O is,
\[M - {F_B}\left( r \right) = 0\]Substitute the values in the above expression.
\[\begin{array}{c} \left( {35\;{\rm{N}} \cdot {\rm{m}}} \right) - {F_B}\left( {125\;{\rm{mm}} \times \frac{{1\;{\rm{m}}}}{{1000\;{\rm{mm}}}}} \right) = 0\\ {F_B} = 280\;{\rm{N}} \end{array}\]Substitute the values in the equation (1).
\[\begin{array}{c} 280\;{\rm{N}} = \left( {0.4} \right){N_B}\\ {N_B} = 700\;{\rm{N}} \end{array}\]Substitute the value of ${N_B}$ in the equation (2).
\[\begin{array}{l} P = 0.5\left( {700\;{\rm{N}}} \right)\\ P = 350\;{\rm{N}} \end{array}\]The formula to calculate the forces acting in horizontal direction over the drum is,
\[{O_x} + {F_B} = 0\]Substitute the values in the above expression.
\[\begin{array}{c} {O_x} + \left( {280\;{\rm{N}}} \right) = 0\\ {O_x} = - 280\;{\rm{N}} \end{array}\]The formula to calculate the forces acting in vertical direction over the drum is,
\[{O_y} - mg - {N_B} = 0\]Here, g is the acceleration due to gravity having a standard value of $9.81\;{\rm{m/}}{{\rm{s}}^2}$.
Substitute the values in the above expression.
\[\begin{array}{c} \left[ \begin{array}{l} {O_y} - \left( {25\;{\rm{kg}}} \right)\left( {9.81\;{\rm{m/}}{{\rm{s}}^2}} \right) \times \left( {\frac{{1\;{\rm{N}}}}{{1\;{\rm{kg}} \cdot {\rm{m/}}{{\rm{s}}^2}}}} \right)\\ - \left( {700\;{\rm{N}}} \right) \end{array} \right] = 0\\ {O_y} = 945.2\;{\rm{N}} \end{array}\]