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Question: There is a square plate of side length a. It is divided into nine identical squares each of side $\f...

There is a square plate of side length a. It is divided into nine identical squares each of side a3\frac{a}{3} and the central square is removed (see fig. (i)). Now each of the remaining eight squares of side length a3\frac{a}{3} are divided into nine identical squares and central square is removed from each of them (see fig. (ii)).

Answer

The moment of inertia of the plate with one big and eight small holes about an axis passing through its centre and perpendicular to its plane is 91Ma2486\frac{91 M a^2}{486}.

Explanation

Solution

The problem asks for the moment of inertia of a square plate with a specific pattern of holes about an axis passing through its center and perpendicular to its plane. We will use the principle of superposition. The moment of inertia of the plate with holes is the moment of inertia of the original solid plate minus the moment of inertia of the removed parts.

Let the side length of the original square plate be aa.
Let the mass of the original solid square plate be M0M_0.
The moment of inertia of a solid square plate of mass mm and side length LL about an axis through its center and perpendicular to its plane is given by I=mL26I = \frac{mL^2}{6}.
So, the moment of inertia of the original solid plate is Itotal=M0a26I_{total} = \frac{M_0 a^2}{6}.

Step 1: Removing the central square (Fig. i)

A central square of side length a/3a/3 is removed.
Area of this removed square = (a/3)2=a2/9(a/3)^2 = a^2/9.
Since the mass is uniformly distributed, the mass of this removed square, m1m_1, is:
m1=M0×Area of removed squareArea of original plate=M0×a2/9a2=M09m_1 = M_0 \times \frac{\text{Area of removed square}}{\text{Area of original plate}} = M_0 \times \frac{a^2/9}{a^2} = \frac{M_0}{9}.
The center of this removed square coincides with the center of the original plate.
So, its moment of inertia about the central axis is:
I1=m1(a/3)26=(M0/9)(a2/9)6=M0a2486I_1 = \frac{m_1 (a/3)^2}{6} = \frac{(M_0/9) (a^2/9)}{6} = \frac{M_0 a^2}{486}.

Step 2: Removing small central squares from the remaining eight squares (Fig. ii)

Each of the remaining 8 squares has a side length of a/3a/3. From each of these, a central square is removed.
The side length of these smaller removed squares is (a/3)/3=a/9(a/3)/3 = a/9.
The mass of each of these 8 small removed squares, msm_s, is:
ms=M0×Area of small removed squareArea of original plate=M0×(a/9)2a2=M081m_s = M_0 \times \frac{\text{Area of small removed square}}{\text{Area of original plate}} = M_0 \times \frac{(a/9)^2}{a^2} = \frac{M_0}{81}.

We need to find the moment of inertia of these 8 small removed squares about the central axis of the original plate. We use the parallel axis theorem: I=ICM+md2I = I_{CM} + md^2, where ICMI_{CM} is the moment of inertia about the square's own center, mm is its mass, and dd is the distance from its center to the overall central axis.
The moment of inertia of each small removed square about its own center is:
ICM,s=ms(a/9)26=(M0/81)(a2/81)6=M0a239366I_{CM,s} = \frac{m_s (a/9)^2}{6} = \frac{(M_0/81) (a^2/81)}{6} = \frac{M_0 a^2}{39366}.

The centers of the 8 small removed squares are located at the centers of the 8 outer a/3a/3 squares.
These 8 squares are of two types:

  1. Four squares whose centers are at (±a/3,0)(\pm a/3, 0) and (0,±a/3)(0, \pm a/3) relative to the overall center. For these, the distance d1=a/3d_1 = a/3.
    Moment of inertia for each of these 4 squares about the central axis:
    Is1=ICM,s+msd12=M0a239366+M081(a3)2=M0a239366+M0a2729I_{s1} = I_{CM,s} + m_s d_1^2 = \frac{M_0 a^2}{39366} + \frac{M_0}{81} \left(\frac{a}{3}\right)^2 = \frac{M_0 a^2}{39366} + \frac{M_0 a^2}{729}
    Is1=M0a2(139366+5439366)=55M0a239366I_{s1} = M_0 a^2 \left( \frac{1}{39366} + \frac{54}{39366} \right) = \frac{55 M_0 a^2}{39366}.
    Total for these 4 squares: 4×Is1=220M0a2393664 \times I_{s1} = \frac{220 M_0 a^2}{39366}.

  2. Four squares whose centers are at (±a/3,±a/3)(\pm a/3, \pm a/3) relative to the overall center. For these, the distance d2=(a/3)2+(a/3)2=2a3d_2 = \sqrt{(a/3)^2 + (a/3)^2} = \frac{\sqrt{2}a}{3}.
    Moment of inertia for each of these 4 squares about the central axis:
    Is2=ICM,s+msd22=M0a239366+M081(2a3)2=M0a239366+2M0a2729I_{s2} = I_{CM,s} + m_s d_2^2 = \frac{M_0 a^2}{39366} + \frac{M_0}{81} \left(\frac{\sqrt{2}a}{3}\right)^2 = \frac{M_0 a^2}{39366} + \frac{2 M_0 a^2}{729}
    Is2=M0a2(139366+10839366)=109M0a239366I_{s2} = M_0 a^2 \left( \frac{1}{39366} + \frac{108}{39366} \right) = \frac{109 M_0 a^2}{39366}.
    Total for these 4 squares: 4×Is2=436M0a2393664 \times I_{s2} = \frac{436 M_0 a^2}{39366}.

The total moment of inertia of all 8 small removed squares is:
I2=220M0a239366+436M0a239366=656M0a239366I_2 = \frac{220 M_0 a^2}{39366} + \frac{436 M_0 a^2}{39366} = \frac{656 M_0 a^2}{39366}.

The moment of inertia of the final plate (with holes) is Ifinal=ItotalI1I2I_{final} = I_{total} - I_1 - I_2.
Ifinal=M0a26M0a2486656M0a239366I_{final} = \frac{M_0 a^2}{6} - \frac{M_0 a^2}{486} - \frac{656 M_0 a^2}{39366}.
To combine these, find a common denominator, which is 3936639366.
16=656139366\frac{1}{6} = \frac{6561}{39366}
1486=8139366\frac{1}{486} = \frac{81}{39366}
Ifinal=M0a2(65618165639366)=M0a2(582439366)I_{final} = M_0 a^2 \left( \frac{6561 - 81 - 656}{39366} \right) = M_0 a^2 \left( \frac{5824}{39366} \right).

Finally, we are given that the mass of the plate with holes is MM. We need to express IfinalI_{final} in terms of MM.
The total mass removed is m1+8×msm_1 + 8 \times m_s:
Mremoved=M09+8×M081=9M081+8M081=17M081M_{removed} = \frac{M_0}{9} + 8 \times \frac{M_0}{81} = \frac{9 M_0}{81} + \frac{8 M_0}{81} = \frac{17 M_0}{81}.
The mass of the plate with holes, MM, is:
M=M0Mremoved=M017M081=M0(11781)=M0(811781)=64M081M = M_0 - M_{removed} = M_0 - \frac{17 M_0}{81} = M_0 \left( 1 - \frac{17}{81} \right) = M_0 \left( \frac{81 - 17}{81} \right) = \frac{64 M_0}{81}.
From this, we can express M0M_0 in terms of MM: M0=81M64M_0 = \frac{81 M}{64}.

Substitute M0M_0 into the expression for IfinalI_{final}:
Ifinal=582439366×81M64a2I_{final} = \frac{5824}{39366} \times \frac{81 M}{64} a^2.
Simplify the numerical fraction:
582439366=291219683\frac{5824}{39366} = \frac{2912}{19683}.
19683=81×24319683 = 81 \times 243.
So, Ifinal=291281×243×81M64a2=2912Ma2243×64I_{final} = \frac{2912}{81 \times 243} \times \frac{81 M}{64} a^2 = \frac{2912 M a^2}{243 \times 64}.
Simplify 291264\frac{2912}{64}:
2912÷64=45.52912 \div 64 = 45.5. This means 2912/64=91/22912/64 = 91/2.
So, Ifinal=91/2Ma2243=91Ma2486I_{final} = \frac{91/2 M a^2}{243} = \frac{91 M a^2}{486}.

The final answer is 91Ma2486\frac{91Ma^2}{486}.

Explanation of the solution:

  1. Identify the base shape and its properties: Start with a solid square plate of side 'a' and assume its mass is M0M_0. Calculate its moment of inertia about the central axis.
  2. Apply Superposition Principle: The moment of inertia of the plate with holes is found by subtracting the moment of inertia of the removed parts from the moment of inertia of the original solid plate.
  3. Calculate Moment of Inertia of Removed Parts (Level 1): The first removed part is a central square of side a/3a/3. Calculate its mass (m1m_1) and its moment of inertia (I1I_1) about the overall central axis (which passes through its own center).
  4. Calculate Moment of Inertia of Removed Parts (Level 2): Eight smaller squares of side a/9a/9 are removed. Calculate the mass of each (msm_s). Use the parallel axis theorem (I=ICM+md2I = I_{CM} + md^2) for each of these 8 squares, as their centers are offset from the overall central axis. Sum the moments of inertia for all 8 squares (I2I_2).
  5. Total Moment of Inertia: Subtract I1I_1 and I2I_2 from the initial ItotalI_{total} to get IfinalI_{final} in terms of M0M_0.
  6. Relate M0M_0 to MM: Calculate the total mass removed (Mremoved=m1+8msM_{removed} = m_1 + 8m_s). The given mass MM is M0MremovedM_0 - M_{removed}. Express M0M_0 in terms of MM.
  7. Substitute and Simplify: Substitute the expression for M0M_0 into IfinalI_{final} and simplify the resulting expression.