If the cross section of the femur at section a–a can be approximated as a circular tube as shown, determine the maximum normal stress developed on the cross section at section a–a due to the load of 75 lb.
If the cross section of the femur at section a–a can be approximated as a circular tube as shown, determine the maximum normal stress developed on the cross section at section a–a due to the load of 75 lb.
Internal Loadings: Considering the equilibrium for the free-body diagram of the femur’s upper segment, Fig. a,
+\uparrow \Sigma F_{y}=0 \quad N-75=0 \quad N=75 \mathrm{lb}
\curvearrowleft +\Sigma M_{O}=0 ; \quad M-75(2)=0 \quad M=150 \mathrm{lb} \cdot \mathrm{in}
Section Properties: The cross-sectional area and the moment of inertia about the centroidal axis of the femur’s cross section are
A=\pi\left(1^{2}-0.5^{2}\right)=0.75 \pi \mathrm{in}^{2}
I=\frac{\pi}{4}\left(1^{4}-0.5^{4}\right)=0.234375 \pi \mathrm{in}^{4}
Normal Stress: The normal stress is a combination of axial and bending stress. Thus,
\sigma=\frac{N}{A}+\frac{M y}{I}
By inspection, the maximum normal stress is in compression.
\sigma_{\max }=\frac{-75}{0.75 \pi}-\frac{150(1)}{0.234375 \pi}=-236 \mathrm{psi}=236 \mathrm{psi}(C)