Calculate the cross-sectional area of cable wire using the relation
\(A_{C}=\frac{\pi}{4} d^{2}\)
Here, \(A_{C}\) is a cross-sectional area of cable and \(d\) diameter of the cable.
Substitute 0.25 in in \(d\)
\(A_{C}=\frac{\pi}{4} \times 0.25^{2}\)
\(A_{C}=0.049 \mathrm{in}^{2}\)
Calculate the tensile load on cable wire using the relation
\(P_{C}=\sigma_{C} \times A_{C}\)
Here, \(P_{C}\) is a tensile load on cable wire, \(\sigma_{C}\) is the working stress in cable wire, and \(A_{C}\) is cross-sectional area cable wire.
Substitute \(0.049 \mathrm{in}^{2}\) in \(A_{W}\) and \(60000 \mathrm{psi}\)
\(P_{C}=60000 \times 0.049\)
\(P_{C}=2945.24 \mathrm{lb}\)
Draw the free-body diagram
Calculate the load acting on the wood pole using force equilibrium equation along the \(\mathrm{y}\) -axis
\(P_{W}=2 P_{C} \sin 60^{\circ}\)
Here, \(P_{C}\) is a tensile load on cable wire, and \(P_{W}\) is a compressive load on a wood pole.
Substitute \(2945.243 \mathrm{lb}\) in \(P_{C}\)
\(P_{W}=2 \times 2945.24 \sin 60^{\circ}\)
\(P_{W}=5101.3 \mathrm{lb}\)
Determine the smallest permissible diameter of the pole using the relation
\(P_{W}=\sigma_{W} \times A_{W}\)
Here, \(P_{W}\) is a compressive load on a wood pole, \(A_{W}\) is the cross-sectional area of the wood pole, and \(\sigma_{w}\) is working compressive stress for wood.
Substitute \(5103.3 \mathrm{lb}\) in \(P_{W}, 200\) psi in \(\sigma_{W}\) and \(\frac{\pi}{4} d_{w}^{2}\)
\(5103.3=200 \times \frac{\pi}{4} d_{w}^{2}\)
\(d_{w}^{2}=32.488\)
\(d_{w}=5.69\) in
Therefore, the smallest permissible diameter of the pole 5.69 in
The wood pole is supported by two cables of 1/4 in. diameter. The turnbuckles in the cables are tightened until the stress in the cables reaches 60000 psi. If the working compressive stress for wood is 200 psi, determine the smallest permissible diameter