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A uniform square lamina ABCD of side $4a$ and weight $W$ rests in a vertical plane with the edge AB inclined at an angle $\theta$ to the horizontal, where $\tan \theta = \frac{1}{3}$ - CIE - A-Level Further Maths - Question 2 - 2019 - Paper 1

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A-uniform-square-lamina-ABCD-of-side-$4a$-and-weight-$W$-rests-in-a-vertical-plane-with-the-edge-AB-inclined-at-an-angle-$\theta$-to-the-horizontal,-where-$\tan-\theta-=-\frac{1}{3}$-CIE-A-Level Further Maths-Question 2-2019-Paper 1.png

A uniform square lamina ABCD of side $4a$ and weight $W$ rests in a vertical plane with the edge AB inclined at an angle $\theta$ to the horizontal, where $\tan \the... show full transcript

Worked Solution & Example Answer:A uniform square lamina ABCD of side $4a$ and weight $W$ rests in a vertical plane with the edge AB inclined at an angle $\theta$ to the horizontal, where $\tan \theta = \frac{1}{3}$ - CIE - A-Level Further Maths - Question 2 - 2019 - Paper 1

Step 1

Find expressions in terms of W for the normal reaction forces at E and B.

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Answer

To find the normal reaction forces at points E and B, we can start by taking moments about point B.

  1. The distance BE is given as 3a3a and the weight W acts downwards through the center of gravity of the lamina, which is at a distance of 2a2a from B horizontally.

  2. The moment about point B due to the weight W is: MW=W2acos(θ)M_W = W \cdot 2a \cos(\theta)

  3. The normal reaction force at E, denoted as RER_E, will act perpendicular to the surface, thus: RE=W2acos(θ)3a=2W3cos(θ)R_E = \frac{W \cdot 2a \cos(\theta)}{3a} = \frac{2W}{3} \cos(\theta)

  4. Resolving vertically, the sum of the forces must equal zero: RB+REW=0R_B + R_E - W = 0 Thus, substituting RER_E gives: RB+2W3cos(θ)=WR_B + \frac{2W}{3} \cos(\theta) = W So, RB=W2W3cos(θ)=W(123cos(θ)).R_B = W - \frac{2W}{3} \cos(\theta) = W\left(1 - \frac{2}{3} \cos(\theta)\right).

Step 2

Given that the lamina is about to slip, find the value of μ.

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Answer

When the lamina is about to slip, the frictional force at point B can be expressed in terms of the normal reaction and the coefficient of friction:

  1. The frictional force at B is given by: f=μRBf = \mu R_B

  2. This frictional force must be equal to the horizontal component of the forces acting at that point. The forces in the horizontal direction give: f=REsin(θ)f = R_E \sin(\theta)

  3. Thus, we can set the expressions equal: μRB=REsin(θ)\mu R_B = R_E \sin(\theta)

  4. Substituting RER_E and RBR_B, we get: μ(W(123cos(θ)))=2W3cos(θ)sin(θ).\mu \left(W\left(1 - \frac{2}{3} \cos(\theta)\right)\right) = \frac{2W}{3} \cos(\theta) \sin(\theta).

  5. Simplifying this will yield the value of μ\, \mu: μ=23cos(θ)sin(θ)W(123cos(θ))\mu = \frac{\frac{2}{3}\cos(\theta) \sin(\theta)}{W(1 - \frac{2}{3} \cos(\theta))}.

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