Moment of inertia for uniform rectangular lamina is considered one the most difficult concept.
3 Questions around this concept.
Suppose $I=$ Moment of inertia for uniform rectangular lamina of length $l$, and breadth $b$ and mass $M$ about an axis passing through its center and perpendicular to its breadth. Then I will be equal to:
Moment of inertia for a rectangular lamina about the axis in the plane of lamina passing through the end and parallel to the breadth is
Let $I_{y y}=$Moment of inertia for uniform rectangular lamina about y- axis passing through its centre .

To calculate $I_{y y}$
Consider a uniform rectangular lamina of length l, and breadth b and mass M
mass per unit area of rectangular lamina = $\sigma=\frac{M}{A}=\frac{M}{l * b}$
Take a small element of mass dm with length dx at a distance x from the y-axis as shown in the figure.

$$
\begin{aligned}
& d m=\sigma d A=\sigma(b d x) \\
& \Rightarrow d I=x^2 d m
\end{aligned}
$$
Now integrate this dl between the limits $\frac{-l}{2}$ to $\frac{l}{2}$
$$
I_{y y}=\int d I=\int x^2 d m=\int_{\frac{-I}{2}}^{\frac{1}{2}} \frac{M}{l b} x^2 *(b) d x=\frac{M}{l} \int_{\frac{-I}{2}}^{\frac{1}{2}} x^2 d x=\frac{M l^2}{12}
$$
Similarly
Let $I_{x x}=$ Moment of inertia for uniform rectangular lamina about $x$ - axis passing through its center.
To calculate $I_{x x}$
Take a small element of mass dm with length dx at a distance x from the x-axis as shown in the figure.

mass per unit area of rectangular lamina $=\sigma=\frac{M}{A}=\frac{M}{l * b}$
$$
\begin{aligned}
& d m=\sigma d A=\sigma(l d x) \\
& \Rightarrow d I=x^2 d m
\end{aligned}
$$
Now integrate this dl between the limits $\frac{-b}{2}$ to $\frac{b}{2}$
$$
I_{x x}=\int d I=\int x^2 d m=\int_{\frac{-b}{2}}^{\frac{b}{2}} \frac{M}{l b} x^2 *(l) d x=\frac{M}{b} \int_{\frac{-b}{2}}^{\frac{b}{2}} x^2 d x=\frac{M b^2}{12}
$$
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