Authors: Russell C. Hibbeler
ISBN-13: 978-0133915426
See our solution for Question 99P from Chapter 10 from Hibbeler's Engineering Mechanics.
We are given the following data:
The sides of the square plate are ${a_p} = 400{\rm{ mm}}$.
The radius of circular holes is ${r_h} = 50{\rm{ mm}}$.
The mass per unit area of the material is ${m_A} = 20{\rm{ kg/}}{{\rm{m}}^2}$.
We are required to find the mass moment of inertia of the thin plate about an axis perpendicular to the page.
To find the mass of the plate, we will use the relation,
\[{m_p} = {a_p} \times {a_p} \times {m_A}\]On plugging the values in the above relation, we get,
\[\begin{array}{l} {m_p} = 400{\rm{ mm}} \times \frac{{1{\rm{ m}}}}{{1000{\rm{ mm}}}} \times 400{\rm{ mm}} \times \frac{{1{\rm{ m}}}}{{1000{\rm{ mm}}}} \times 20{\rm{ kg/}}{{\rm{m}}^2}\\ {m_p} = 0.4{\rm{ m}} \times 0.4{\rm{ m}} \times 20{\rm{ kg/}}{{\rm{m}}^2}\\ {m_p} = 3.2{\rm{ kg}} \end{array}\]To find the mass of one hole, we will use the relation,
\[{m_h} = \left( {\pi {r^2}} \right){m_A}\]On plugging the values in the above relation, we get,
\[\begin{array}{l} {m_h} = \left( {\pi {{\left( {50{\rm{ mm}}} \right)}^2}} \right)20{\rm{ kg/}}{{\rm{m}}^2}\\ {m_h} = \left( {\pi {{\left( {\frac{{50}}{{1000}}{\rm{ m}}} \right)}^2}} \right)20{\rm{ kg/}}{{\rm{m}}^2}\\ {m_h} = \left( {\pi \left( {0.05{\rm{ m}}} \right)\left( {0.05{\rm{ m}}} \right)} \right)20{\rm{ kg/}}{{\rm{m}}^2}\\ {m_h} = 0.05\pi {\rm{ kg}} \end{array}\]To find the location of center of mass of plate, we use the relation,

From the given figure, the side of the square plate is ${a_p} = 0.4{\rm{ m}}$. The value of ${d_p}$ represents the distance between the point O and center of the plate C.
\[\begin{array}{c} \sin 45^\circ = \frac{{{d_p}}}{{OA}}\\ \sin 45^\circ = \frac{{{d_p}}}{{0.4{\rm{ m}}}}\\ {d_p} = 0.4\sin 45^\circ {\rm{ m}} \end{array}\]To find the location of center of mass of holes, consider the given figure.

From the given figure, the distance between the center of each hole is ${d_h} = 0.15{\rm{ m}}$.
To find the mass moment of inertia of thin plateabout an axis perpendicular to the page and passing through point O, we use parallel axis theorem.
\[\begin{array}{l} {I_O} = {I_C} + md_p^2\\ {I_O} = \frac{1}{{12}} \times {m_p} \times \left[ {{{\left( {{a_p}} \right)}^2} + {{\left( {{a_p}} \right)}^2}} \right] - 4\left( {\frac{1}{2} \times {m_h} \times r_h^2 + {m_h} \times d_h^2} \right) + \left( {{m_p} - 4{m_h}} \right){\left( {{d_p}} \right)^2} \end{array}\]On plugging the values in the above relation, we get,
\[\begin{array}{c} {I_O} = \frac{1}{{12}} \times 3.2{\rm{ kg}} \times \left[ {{{\left( {0.4\,{\rm{m}}} \right)}^2} + {{\left( {0.4\,{\rm{m}}} \right)}^2}} \right]\\ - 4\left[ {\left( {\frac{1}{2} \times 0.05\pi {\rm{ kg}} \times {{\left( {0.05{\rm{ m}}} \right)}^2} + 0.05\pi {\rm{ kg}} \times {{\left( {0.15{\rm{ m}}} \right)}^2}} \right)} \right]\\ + \left( {3.2{\rm{ kg}} - 4\left( {0.05\pi } \right){\rm{ kg}}} \right) \times {\left( {0.4\sin 45^\circ {\rm{ m}}} \right)^2}\\ {I_O} = \frac{1}{{12}} \times 3.2{\rm{ kg}} \times \left[ {0.16{\rm{ }}{{\rm{m}}^2} + 0.16{\rm{ }}{{\rm{m}}^2}} \right]\\ - 4\left[ {\left( {0.0002{\rm{ kg}} \cdot {{\rm{m}}^2} + 0.0035{\rm{ kg}} \cdot {{\rm{m}}^2}} \right)} \right] + \left( {2.572\,{\rm{kg}}} \right){\left( {0.4\sin 45^\circ {\rm{ m}}} \right)^2} \end{array}\]Now, we will further solve above equation.
\[\begin{array}{l} {I_O} = \frac{1}{{12}} \times 3.2{\rm{ kg}} \times \left[ {0.32{\rm{ }}{{\rm{m}}^2}} \right] - 4\left[ {\left( {0.0037{\rm{ kg}} \cdot {{\rm{m}}^2}} \right)} \right] + \left( {2.572\,{\rm{kg}}} \right){\left( {0.4\sin 45^\circ {\rm{ m}}} \right)^2}\\ {I_O} = \frac{1}{{12}} \times 3.2{\rm{ kg}} \times \left[ {0.32{\rm{ }}{{\rm{m}}^2}} \right] - 4\left[ {\left( {0.0037{\rm{ kg}} \cdot {{\rm{m}}^2}} \right)} \right] + \left( {2.572\,{\rm{kg}}} \right)\left( {0.08{\rm{ }}{{\rm{m}}^2}} \right)\\ {I_O} = 0.276{\rm{ kg}} \cdot {{\rm{m}}^2} \end{array}\]