A crane with weight Fgc, the distance between the rails in which it is supported is
D. A load with weight Fgl lies at a distance d from one of the rails.
Determine the reaction force of the crane on the rails by lifting the load with an acceleration
a=g, where g is the acceleration due to gravity.
Problem data:
- Crane weight: W=Fgc;
- Load weight: Fgl;
- Distance between crane rails: D;
- Distance from load to one of the rails: d;
- Acceleration of load rising: g;
- Acceleration due to gravity: g.
Problem diagram:
In the load acts, the gravitational force
\( {\vec F}_{gc} \),
and the tension force
\( \vec{T} \),
the tension is transmitted by the rope to the crane (Figure 1-A).
This system is equivalent to a bar supported at the ends, of gravitational force
\( {\vec F}_{gc} \)
equal to the weight of the crane at the center in point
\( \frac{D}{2} \).
The tension force
\( \vec{T} \)
in the cord due to the load acts at a distance
d from one end. The reaction forces
\( {\vec F}_{1} \)
and
\( {\vec F}_{2} \)
are applied at the end of the bar. We assume the counterclockwise direction as positive (Figure 1-B).
We choose a reference frame at the point where is the reaction force
\( {\vec F}_{1} \).
Solution
Drawing a free-body diagram we have the forces that act on it, we can apply
Newton's Second Law
\[
\begin{gather}
\bbox[#99CCFF,10px]
{\vec{F}=m\vec{a}}
\end{gather}
\]
Assuming the positive direction upwards (Figure 2)
\[
\begin{gather}
T-F_{gl}=ma \tag{I}
\end{gather}
\]
Figure 2
where
m is the mass of the load, the gravitational force due to the load is given by
\[
\begin{gather}
F_{gl}=ma
\end{gather}
\]
the mass will be
\[
\begin{gather}
m=\frac{F_{gl}}{a} \tag{II}
\end{gather}
\]
substituting the expression (II) into expression (I)
\[
\begin{gather}
T-F_{gl}=\frac{F_{gl}}{\cancel{a}}\,\cancel{a}\\[5pt]
T-F_{gl}=F_{gl}\\[5pt]
T=F_{gl}+F_{gl}\\[5pt]
T=2F_{gl} \tag{III}
\end{gather}
\]
For the bar remains in equilibrium we must have the following conditions
\[
\begin{gather}
\bbox[#99CCFF,10px]
{\sum F_{i}=0} \tag{IV-a}
\end{gather}
\]
\[
\begin{gather}
\bbox[#99CCFF,10px]
{\sum {\Large\tau}_{i}=0} \tag{IV-b}
\end{gather}
\]
Drawing the forces that act on the bar in a coordinate system
xy (Figure 3) and applying the
condition of (IV-a)
\[
\begin{gather}
F_{1}+F_{2}-T-F_{gc}=0
\end{gather}
\]
substituting the expression (III)
\[
\begin{gather}
F_{1}+F_{2}-2F_{gl}-F_{gc}=0\tag{V}
\end{gather}
\]
Figure 3
The torque of a force is given by
\[
\begin{gather}
\bbox[#99CCFF,10px]
{{\Large\tau}=Fd} \tag{VI}
\end{gather}
\]
- Torque of reaction force \( {\vec{F}}_{1} \):
Applying the expression (V), we have the force
F represented by the reaction force
\( {\vec F}_{1} \)
and the distance is equal to zero,
d = 0, the reaction force is applied at the same point taken as a
reference
\[
\begin{gather}
{\Large\tau}_{{F}_{1}}=0 \tag{VII}
\end{gather}
\]
- Torque of the tension force:
Applying the expression (V), we have the force
F represented traction force
\( \vec{T} \)
which is applied at a point at a distance from the reference point, as it tends to make the bar rotate
in the opposite direction of the reference the torque will be negative (Figure 4)
\[
\begin{gather}
{\Large\tau}_{T}=-Td \tag{VII}
\end{gather}
\]
substituting the expression (III) into expression (VIII)
\[
\begin{gather}
{\Large\tau}_{T}=-2F_{gl}d \tag{IX}
\end{gather}
\]
- Torque of the gravitational force of the bar:
Applying the expression (V), we have the force
F represented by the gravitational force of the bar
\( {\vec F}_{gc} \)
which is applied at the midpoint of the bar, as it tends to make the bar rotate against the direction of
the reference the torque will be negative (Figure 5)
\[
\begin{gather}
{\Large\tau}_{F_{gc}}=-F_{gc}\,\frac{D}{2} \tag{X}
\end{gather}
\]
- Torque of reaction force \( {\vec{F}}_{2} \):
Applying the expression (V), we have the force
F represented by the reaction force
\( {\vec F}_{2} \)
and the distance will be the length of the bar,
d=
D, as it tends to make the bar rotate
in the same direction of the reference the torque will be positive (Figure 6)
\[
\begin{gather}
{\Large\tau}_{{F}_{2}}=F_{2}D \tag{XI}
\end{gather}
\]
Applying the second condition (IV)
\[
\begin{gather}
{\Large\tau}_{F_{1}}+{\Large\tau}_{T}+{\Large\tau}_{F_{gc}}+{\Large\tau}_{F_{2}}=0
\end{gather}
\]
substituting the expression (VII) into the expressions (IX), (XI), and (XI)
\[
\begin{gather}
0-2F_{gl}d-F_{gc}\,\frac{D}{2}+F_{2}\,D=0\\[5pt]
-2F_{gl}d-F_{gc}\,\frac{D}{2}+F_{2}\,D=0 \tag{XII}
\end{gather}
\]
Expressions (V) and (XII) can be written as a system of two equations to two variables
F1 and
F2
\[
\begin{gather}
\left\{
\begin{array}{l}
F_{1}+F_{2}-2F_{gl}-F_{gc}=0\\
-2F_{gl}d-F_{gc}\,\dfrac{D}{2}+F_{2}\,D=0
\end{array}
\right.\
\end{gather}
\]
from the second equation, we have the value of
F2
\[
\begin{gather}
-2F_{gl}d-F_{gc}\,\frac{D}{2}+F_{2}\,D=0\\[5pt]
F_{2}\,D=2F_{gl}d+F_{gc}\,\frac{D}{2}
\end{gather}
\]
\[
\begin{gather}
\bbox[#FFCCCC,10px]
{F_{2}=2F_{gl}\frac{d}{D}+\frac{F_{gc}}{2}}
\end{gather}
\]
substituting this value in the first equation
\[
\begin{gather}
F_{1}+\frac{1}{D}\,\left(\,2F_{gl}d+F_{gc}\,\frac{D}{2}\,\right)-2F_{gl}-F_{gc}=0\\[5pt]
F_{1}=-\frac{{1}}{D}\,\left(\,2F_{gl}d+F_{gc}\,\frac{D}{2}\,\right)+2F_{gl}+F_{gc}\\[5pt]
F_{1}=-\frac{{1}}{D}\,2F_{gl}d-\frac{1}{D}\,F_{gc}\,\frac{D}{2}+2F_{gl}+F_{gc}\\[5pt]
F_{1}=-2\,\frac{F_{gl}d}{D}+2F_{gl}-\frac{F_{gc}}{2}+F_{gc}
\end{gather}
\]
factoring 2
Fgl on the first and second terms on the right-hand side of the equation, and
multiplying and dividing the fourth term by 2
\[
\begin{gather}
F_{1}=2\,F_{gl}\,\left(\,-\frac{d}{D}+1\,\right)-\frac{F_{gc}}{2}+F_{gc}\times\frac{2}{2}\\[5pt]
F_{1}=2\,F_{gl}\,\left(\,1-\frac{d}{D}\,\right)+\frac{2F_{gc}}{2}-\frac{F_{gc}}{2}
\end{gather}
\]
\[
\begin{gather}
\bbox[#FFCCCC,10px]
{F_{1}=2\,F_{gl}\,\left(\,1-\frac{d}{D}\,\right)+\frac{F_{gc}}{2}}
\end{gather}
\]