Solved Problem on Static Equilibrium
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A mass block m = 100 kg is suspended by the string system shown in the figure. Determine the tension forces on all ropes.
Assume: \( \sin 15°=0.259 \), \( \cos 15°=0.966 \), \( \sin 45°=0.707 \), \( \cos 45°=0.707 \), \( \sin 60°=0.866 \), \( \cos 60°=0.5 \).


Problem data:
  • Mass of the block:    m=100 kg;
  • Acceleration due to gravity:    g=9.8 m/s2.
Problem diagram:

Drawing the forces that act on the system (Figure 1).
On the block, the gravitational force \( {\vec F}_{g} \) will be balanced by the tension force \( {\vec T}_{1} \), has as the reaction force \( {\vec T}\text{'}_{1} \) on the ceiling, and by the tension force \( {\vec T}_{2} \), has as the reaction force \( {\vec T}\text{'}_{2} \) that is applied at point D.
At point D the tension force \( {\vec T}\text{'}_{2} \) is balanced by tension forces the \( {\vec T}_{3} \) and \( {\vec T}_{4} \), which have as reaction forces \( {\vec T}\text{'}_{3} \) and \( {\vec T}\text{'}_{4} \) on the ceiling.

Figure 1

Solution

Dividing the problem into two parts, first studying the forces on the block.
By point C, we draw a vertical line perpendicular to the ceiling, the angle between the ceiling and the rope \( \overline{CE} \) is 75°, then the angle between the line and the rope \( \overline{CE} \) is 15°, they are complementary angles, add 90°.
From the block at point E, we draw a vertical line dividing the angle of 30° into two parts as the angle between this line and rope \( \overline{CE} \) is an internal angle with the angle found before it will also measure 15°. This line divides the angle of 30° into two equal parts, is a bisector of the angle of 30° (Figure 2-A).

Figure 2

Drawing the forces in a coordinate system xy and decomposing the forces, the gravitational force \( {\vec F}_{g} \) only has the component \( {\vec F}_{gy} \), the tension forces \( {\vec T}_{1} \) and \( {\vec T}_{2} \) have components \( {\vec T}_{1x} \) and \( {\vec T}_{2x} \) in the x direction, and components \( {\vec T}_{1y} \) and \( {\vec T}_{2y} \) in the y direction. As the system is in equilibrium, the resultant force is equal to zero, and we apply the condition
\[ \begin{gather} \bbox[#99CCFF,10px] {\sum F=0} \tag{I} \end{gather} \]
Direction x:    \( T_{1x}-T_{2x}=0 \)
Direction y:    \( T_{1y}+T_{2y}-P=0 \)
\[ \begin{gather} T_{1}\sin 15°-T_{2}\sin 15°=0\\[5pt] T_{1}\cos 15°+T_{2}\cos 15°-P=0 \end{gather} \]
These equations can be written as a system of two equations to two variables, T1 and T2
\[ \begin{gather} &\left\{ \begin{array}{l} T_{1}\sin 15°-T_{2}\sin 15°=0\\ T_{1}\cos 15°+T_{2}\cos 15°-P=0 \end{array} \right.\\[8pt] &\left\{ \begin{array}{l} 0.259T_{1}-0.259T_{2}=0\\ 0.966T_{1}+0.966T_{2}-mg=0 \end{array} \right.\\[8pt] &\left\{ \begin{array}{l} 0.259T_{1}-0.259T_{2}=0\\ 0.966T_{1}+0.966T_{2}-100\times 9.8=0 \end{array} \right.\\[8pt] \;\\ &\left\{ \begin{array}{l} 0.259T_{1}-0.259T_{2}=0\\ 0.966T_{1}+0.966T_{2}-980=0 \tag{II} \end{array} \right. \end{gather} \]
from the first equation of the system (II)
\[ \begin{gather} 0.259T_{1}-0.259T_{2}=0\\[5pt] 0.259T_{1}=0.259T_{2}\\[5pt] T_{1}=T_{2} \tag{III} \end{gather} \]
substituting the value of (III) in the second equation system (II)
\[ \begin{gather} 0.966T_{1}+0.966T_{1}-980=0\\[5pt] 1.932T_{1}=980\\[5pt] T_{1}=\frac{980}{1.932}\\[5pt] T_{1}=507.3\ \text{N} \end{gather} \]
using expression (III)
\[ \begin{gather} \bbox[#FFCCCC,10px] {T_{1}=T_{2}=507.3\ \text{N}} \end{gather} \]
Studying the forces acting at point D.
Drawing a horizontal line by point D, the angle between this line and rope \( \overline{AD} \) measures 45º is an internal angle with the angle between rope \( \overline{AD} \) and the ceiling.
The angle between the \( \overline{BD} \) rope and the horizontal line measures 60°, which is an alternate angle with the angle between rope \( \overline{BD} \) and the ceiling (Figure 3-A).
Drawing a vertical line by point D, the angle between rope \( \overline{DE} \) and this line is 15º, is an alternate angle with the angle found in the first part of the problem.

Figure 3

Drawing the forces in a coordinate system xy and decomposing the forces, tension force \( {\vec T}_{2} \) has already been determined, it has components \( {\vec T}_{2x} \) and \( {\vec T}_{2y} \), the tension forces \( {\vec T}_{3} \) and \( {\vec T}_{4} \) have components \( {\vec T}_{3x} \) and \( {\vec T}_{4x} \) in the x direction and components \( {\vec T}_{3y} \) and \( {\vec T}_{4y} \) in the y direction. As the system is in equilibrium we can apply the condition (I).

Direction x:    \( T_{2x}+T_{3x}-T_{4x}=0 \)
Direction y:    \( T_{3y}+T_{4y}-T_{2y}=0 \)
\[ \begin{gather} T_{2}\sin 15°+T_{3}\cos 60°-T_{4}\cos 45°=0\\[5pt] T_{3}\sin 60°+T_{4}\sin 45°-T_{2}\cos 15°=0 \end{gather} \]
these equations can be written as a system of two equations to two variables, T3 and T4, substituting the data and tension force T2 determined above
\[ \begin{gather} &\left\{ \begin{matrix} T_{2}\sin 15°+T_{3}\cos 60°-T_{4}\cos 45°=0\\ T_{3}\sin 60°+T_{4}\sin 45°-T_{2}\cos 15°=0 \end{matrix} \right.\\[8pt] &\left\{ \begin{matrix} 0.259\times 507.3+0.5T_{3}-0.707T_{4}=0\\ 0.866T_{3}+0.707T_{4}-0.966\times 507.3=0 \end{matrix} \right.\\[8pt] &\left\{ \begin{matrix} 131.4+0.5T_{3}-0.707T_{4}=0\\ 0.866T_{3}+0.707T_{4}-490.0=0 \end{matrix} \right.\\[8pt] &\left\{ \begin{matrix} 0.5T_{3}-0.707T_{4}=-131.4\\ 0.866T_{3}+0.707T_{4}=490.0 \tag{IV} \end{matrix} \right. \end{gather} \]
adding the two equations of system (IV), we eliminate the term in T4
\[ \begin{gather} \frac{ \begin{matrix} 0.5T_{3}-0.707T_{4}=-131.4\\ 0.866T_{3}+0.707T_{4}=490.0 \end{matrix}} {1.366T_{3}+0=358.60}\\[5pt] 1.366T_{3}=358.60\\[5pt] T_{3}=\frac{358.60}{1.366} \end{gather} \]
\[ \begin{gather} \bbox[#FFCCCC,10px] {T_{3}=262.5\ \text{N}} \end{gather} \]
substituting this value in the second equation of system (IV)
\[ \begin{gather} 0.5\times 262.5-0.707T_{4}=-131.4\\[5pt] 131.3-0.707T_{4}=-131.4\\[5pt] -0.707T_{4}=-131.4-131.3\\[5pt] -0.707T_{4}=-262.7 \end{gather} \]
multiplying the equation by (−1)
\[ \begin{gather} \qquad\qquad -0.707T_{4}=-262.7 \qquad \mathrm{(\times -1)}\\[5pt] 0.707T_{4}=262.7\\[5pt] T_{4}=\frac{262.7}{0.707} \end{gather} \]
\[ \begin{gather} \bbox[#FFCCCC,10px] {T_{4}=371.6\ \text{N}} \end{gather} \]
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