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7. (a) A uniform rod AB of length 1.5 m and mass 3 kg is smoothly hinged to a vertical wall at A - Leaving Cert Applied Maths - Question 7 - 2019

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7. (a) A uniform rod AB of length 1.5 m and mass 3 kg is smoothly hinged to a vertical wall at A. The rod is held in a horizontal position by a string attached to th... show full transcript

Worked Solution & Example Answer:7. (a) A uniform rod AB of length 1.5 m and mass 3 kg is smoothly hinged to a vertical wall at A - Leaving Cert Applied Maths - Question 7 - 2019

Step 1

Find the magnitude and direction of the force exerted on the rod at A.

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Answer

To determine the force exerted on the rod at A, we will analyze the forces acting on the rod and apply the principles of equilibrium.

  1. Identify Forces:

    • The weight of the rod acts downward at its center of mass (point B).
    • The tension T in the string acts at point D at an angle of 45° to the horizontal.
  2. Equilibrium Conditions:

    • For vertical forces:

      Tsin45°=Y+3gT \sin 45° = Y + 3g

    • For horizontal forces:

      X=Tcos45°X = T \cos 45°

  3. Calculate Variables:

    • The distance from A to B (the center of mass) is 0.75 m. Therefore, set up the moments about point A to find T:

    Tsin45°×0.5=3g×0.75T \sin 45° \times 0.5 = 3g \times 0.75

  4. Solve for T:

    • This yields the tension in the string:

    T=3g×0.750.5sin45°T = \frac{3g \times 0.75}{0.5 \sin 45°}

    • Substituting the values, we find T = 46.5 N.
  5. Find the force at A:

    • The resultant R can be calculated as:

    R=T2+Y2R = \sqrt{T^2 + Y^2}

    • Where YY can be determined from the previous equilibrium condition.
  6. Determine Angle:

    • The angle θ at which the rod is inclined can be found via:

    θ=tan1(XY)\theta = \tan^{-1}\left(\frac{X}{Y}\right)

    This will give the direction of the force exerted at point A.

Step 2

Find the coefficient of friction.

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Answer

To find the coefficient of friction for the system at the point of slipping (G), we analyze the forces acting on rod GF:

  1. Set Up the Equations:

    For rod FE:

    Y×2l=W×1lY=12WY \times 2l = W \times 1l \\ Y = \frac{1}{2}W

  2. Analyze Rod G:

    For GFE:

    W×12l+W×2l=X×l3+Y×3lW \times \frac{1}{2}l + W \times 2l = X \times l \sqrt{3} + Y \times 3l

    Set equations to relate forces Y, X, and the weight W.

  3. Summarize Forces:

    • The horizontal force X is transmitted due to friction:

    X=μRX = \mu R

    With the normal force R determined from equilibrium conditions.

  4. Combine and Solve:

    • Substitute for R in terms of W to find:

    μ=XR=12W123W=36=0.38\mu = \frac{X}{R} = \frac{1}{2}W \cdot \frac{1}{\frac{2}{3}W} = \frac{3}{6} = 0.38

    Thus, the coefficient of friction (μ) is approximately 0.38.

Step 3

Find the horizontal and vertical forces at E in terms of W.

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Answer

To find the horizontal and vertical forces acting at point E:

  1. Derived Forces:

    From the previous parts, determine R and Y:

    • Vertical force:

    Y=12WY = \frac{1}{2}W

  2. Horizontal Force Analysis:

    • The summation of forces at E gives:

    R+12W=2WR=2W12W=32WR + \frac{1}{2}W = 2W \\ R = 2W - \frac{1}{2}W = \frac{3}{2}W

    Thus, substituting in for X yields:

    X=μR=333Wthus finding X in terms of WX = \mu R = \frac{3}{3\sqrt{3}}W\, \text {thus finding X in terms of W}

  3. Finalized Equations:

    • The final horizontal and vertical forces at E are expressed neatly, yielding:

    Horizontal force is XX and vertical force is YY.

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