2 Any non-exact answers to this question should be given correct to four significant figures.
A thin, straight beam AB is 2 m long. It has a weight of 600 N and its centre of mass G is 0.8 m from end A. The beam is freely pivoted about a horizontal axis through A.
The beam is held horizontally in equilibrium.
Initially this is done by means of a support at B, as shown in Fig.2.1.
\begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{1dd32b82-020e-45ef-8146-892197fd0985-3_222_805_644_669}
\captionsetup{labelformat=empty}
\caption{Fig. 2.1}
\end{figure}
- Calculate the force on the beam due to the support at B .
The support at B is now removed and replaced by a wire attached to the beam 0.3 m from A and inclined at \(50 ^ { \circ }\) to the beam, as shown in Fig. 2.2. The beam is still horizontal and in equilibrium.
\begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{1dd32b82-020e-45ef-8146-892197fd0985-3_275_803_1226_671}
\captionsetup{labelformat=empty}
\caption{Fig. 2.2}
\end{figure} - Calculate the tension in the wire.
The forces acting on the beam at A due to the hinge are a horizontal force \(X \mathrm {~N}\) in the direction AB , and a downward vertical force \(Y \mathrm {~N}\), which have a resultant of magnitude \(R\) at \(\alpha\) to the horizontal.
- Calculate \(X , Y , R\) and \(\alpha\).
The dotted lines in Fig. 2.3 are the lines of action of the tension in the wire and the weight of the beam. These lines of action intersect at P .
\begin{figure}[h]
\includegraphics[alt={},max width=\textwidth]{1dd32b82-020e-45ef-8146-892197fd0985-3_460_791_2074_678}
\captionsetup{labelformat=empty}
\caption{Fig. 2.3}
\end{figure} - State with a reason the size of the angle GAP.