A climber, with a mass of 70 kg, at a certain moment, is stationary in the position shown in the figure.
Determine:
a) What is the magnitude of the tension in the rope?
b) What is the magnitude of the normal force exerted on the climber's feet?
Problem data:
- Mass of the climber: m = 70 kg;
- Acceleration due to gravity: g = 9.8 m/s2.
Problem diagram:
The forces acting on the system are, the gravitational force
\( {\vec F}_g \)
of the climber, the tension force
\( \vec T \)
in the rope that supports the climber, and the normal reaction force
\( \vec N \)
from the wall on the climber (Figure 1-A).
The tension force makes a 30° angle with the vertical wall, drawing a vertical line that passes through the
climber's position. The angle between the tension force and the vertical at the climber’s position is
also 30°, as these are alternate angles (Figure 1-B).
Solution:
We draw the forces in an xy coordinate system and we decompose the forces in these directions (Figure 2).
The gravitational force
\( {\vec F}_g \)
only has a component in the negative
y-direction. The tension force
\( \vec T \)
has a component
\( {\vec T}_x \)
in the negative
x-direction and a component
\( {\vec T}_y \)
in the positive
y-direction. The normal reaction force
\( \vec N \)
has a component
\( {\vec N}_x \)
in the positive
x-direction and a component
\( {\vec N}_y \)
in the positive
y-direction.
Since the system is in equilibrium, the resultant of the forces acting on it is equal to zero
\[
\begin{gather}
\bbox[#99CCFF,10px]
{\sum\vec F=0}
\end{gather}
\]
\[
\begin{gather}
\vec T+\vec N+{\vec F}_g=0\\[5pt]
-{\vec T}_x+{\vec T}_y+{\vec N}_x+{\vec N}_y-{\vec F}_g=0 \tag{I}
\end{gather}
\]
The component of the tension force in the
x-direction is given by
\[
\begin{gather}
T_x=T\sin 30° \tag{II}
\end{gather}
\]
Note: contrary to what is usually done, where the angle is measured relative to the
x-axis and the component in that direction is proportional to the cosine, here the angle was
measured relative to the y-axis, and the component is proportional to the sine of the angle.
The component of the normal reaction force in the
x-direction is given by
\[
\begin{gather}
N_x=N\cos 15° \tag{III}
\end{gather}
\]
The gravitational force has no component in the x-direction.
The component of the tension force in the
y-direction is given by
\[
\begin{gather}
T_y=T\cos 30° \tag{IV}
\end{gather}
\]
The component of the normal reaction force in the
y-direction is given by
\[
\begin{gather}
N_y=N\sin 15° \tag{V}
\end{gather}
\]
The gravitational force is given by
\[
\begin{gather}
\bbox[#99CCFF,10px]
{F_g=mg} \tag{VU}
\end{gather}
\]
Substituting equations (II), (III), (IV), (V), and (VI) into equation (I) and separating the components in
the
x and
y directions:
\[
\begin{gather}
-T\sin30°+N\cos 15°=0
\end{gather}
\]
\[
\begin{gather}
T\cos 30°+N\sin 15°-mg=0
\end{gather}
\]
From
Trigonometry
\( \cos 30°=\dfrac{\sqrt{3\;}}{2}=0.8660 \),
\( \sin30°=\dfrac{1}{2}=0.5000 \),
\( \cos 15°=0.9659 \),
\( \sin15°=0.2588 \).
\[
\begin{gather}
\left\{
\begin{array}{l}
-0.5000T+0.9659N=0\\
0.8660T+0.2588N-(70\;\mathrm{kg})\left(9.8\;\mathrm{\frac{m}{s^2}}\right)=0
\end{array}
\right. \\[10pt]
\left\{
\begin{matrix}
-0.5000T+0.9659N=0\\
0.8660T+0.2588N=686\;\mathrm N
\end{matrix}
\right.
\end{gather}
\]
That is a system of two equations with two unknowns (
T and
N). Solving the first equation for
T and substituting in the second equation
\[
\begin{gather}
-0.5000T+0.9659N=0 \\[5pt]
0.5000T=0.9659N \\[5pt]
T=\frac{0.9659}{0.5000}\;N \\[5pt]
T=1.9318N \tag{VII}
\end{gather}
\]
\[
\begin{gather}
0.8660\times1.9318N+0.2588N=686\;\mathrm N \\[5pt]
1.6729N+0.2588N=686\;\mathrm N \\[5pt]
N=\frac{686\;\mathrm N}{1.9318}
\end{gather}
\]
\[
\begin{gather}
\bbox[#FFCCCC,10px]
{N\approx 355.10\;\mathrm N}
\end{gather}
\]
substituting this value of the normal reaction force into equation (VII), we obtain the value of the
tension force
\[
\begin{gather}
T=1.9318\times 355.10\;\mathrm N
\end{gather}
\]
\[
\begin{gather}
\bbox[#FFCCCC,10px]
{T\approx 685.98\;\mathrm N}
\end{gather}
\]