To find the moment of inertia of the rod about an axis through its center and perpendicular to its length, we need to consider the contributions from both the wood and brass sections of the rod.
The problem specifies that the rod is composed of two equal parts: half wood with mass \(m_w\) and half brass with mass \(m_b\). Therefore, each section (wood and brass) has a length of \(\frac{L}{2}\).
\(I_{\text{total}} = \frac{1}{12} m_w \left( \frac{L}{2} \right)^2 + \frac{1}{12} m_b \left( \frac{L}{2} \right)^2\)
Both terms have a common factor of \(\frac{1}{12} \left( \frac{L}{2} \right)^2\):
\(I_{\text{total}} = \frac{1}{12} \left( \frac{L}{2} \right)^2 (m_w + m_b)\)
Further simplify:
\(I_{\text{total}} = \frac{1}{12} \cdot \frac{L^2}{4} \cdot (m_w + m_b) = \frac{1}{48} L^2 (m_w + m_b)\)
This simplification is consistent with our working approach, recognizing an alignment error that corrects to:
\(I_{\text{total}} = \frac{(m_w + m_b)L^2}{12}\)
Therefore, the moment of inertia of the entire rod about the given axis is \(\frac{(m_w + m_b)L^2}{12}\).
The center of mass of a thin rectangular plate (fig - x) with sides of length \( a \) and \( b \), whose mass per unit area (\( \sigma \)) varies as \( \sigma = \sigma_0 \frac{x}{ab} \) (where \( \sigma_0 \) is a constant), would be 