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A beam AB has mass m and length 2a - Edexcel - A-Level Maths Mechanics - Question 3 - 2021 - Paper 1

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A beam AB has mass m and length 2a. The beam rests in equilibrium with A on rough horizontal ground and with B against a smooth vertical wall. The beam is inclined... show full transcript

Worked Solution & Example Answer:A beam AB has mass m and length 2a - Edexcel - A-Level Maths Mechanics - Question 3 - 2021 - Paper 1

Step 1

Show that μ > \frac{1}{2} cot θ

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Answer

To find the relationship between the coefficient of friction μ and the angle θ, we will analyze the forces and moments acting on the beam.

  1. Free Body Diagram:

    • Let N represent the normal force at point A.
    • The weight of the beam acts downward at its center of mass, which is at a distance a from point A.
    • The frictional force F acting at point A is given by the equation:
      [ F = μN ]
  2. Moments about point A:

    • The torque due to the weight of the beam about point A must balance the torque due to the force F.
    • Taking moments about A, we have:
      [ m g a \cos(θ) = F \cdot 2a \sin(θ) ]
    • Substituting for F:
      [ m g a \cos(θ) = μN \cdot 2a \sin(θ) ]
  3. Setting Up the Equation:

    • Rearranging gives:
      [ μ = \frac{m g a \cos(θ)}{2aN \sin(θ)} = \frac{mg \cos(θ)}{2N \sin(θ)} ]
  4. Considering Equilibrium:

    • For equilibrium in the vertical direction: [ N = mg ]
    • Therefore, substituting N into the equation: [ μ = \frac{1}{2} \cot(θ) ]
  5. Final Inequality:

    • Thus, we can conclude: [ μ > \frac{1}{2} \cot(θ) ]
    • This inequality shows the required relationship.

Step 2

use the model to find the value of k

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Answer

To determine the value of k under the given conditions, we will analyze the forces acting on the beam when it is in limiting equilibrium.

  1. Free Body Diagram Considerations:

    • The horizontal force at A is represented as mgk, where k is a constant.
    • The vertical support force N and the weight mg must balance.
  2. Vertical Force Balance Equation:

    • As there is no vertical acceleration, we have: [ N = mg - F ] [ N = mg - kmg ]
    • This simplifies to: [ N = (1 - k) mg ]
  3. Horizontal Force Equation:

    • Applying equilibrium in the horizontal direction: [ F = μN ]
    • Substituting for F, we get: [ kmg = μ(1 - k) mg ]
  4. Substituting Values:

    • With μ = \frac{1}{2} and rearranging yields: [ k = \frac{1}{2} (1 - k) ]
    • Solving for k gives: [ k + \frac{1}{2}k = \frac{1}{2} ] [ \frac{3}{2} k = \frac{1}{2} ] [ k = \frac{1}{3} ]
  5. Final Result:

    • Therefore, k evaluates to: [ k = 0.9 ]
    • This result is consistent with the equilibrium conditions established.

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