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A uniform beam, ab, is held in a horizontal position by two vertical inelastic strings attached at a and b respectively - Leaving Cert Applied Maths - Question 7 - 2007

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A uniform beam, ab, is held in a horizontal position by two vertical inelastic strings attached at a and b respectively. The weight of the beam is 25 N. The length ... show full transcript

Worked Solution & Example Answer:A uniform beam, ab, is held in a horizontal position by two vertical inelastic strings attached at a and b respectively - Leaving Cert Applied Maths - Question 7 - 2007

Step 1

Calculate the tension in each of the strings (part a)

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Answer

  1. Resolve Forces: Given the weights and position of the particles, we can write:

    T1+T2=12+25+8T_1 + T_2 = 12 + 25 + 8

    Therefore, T1+T2=45 NT_1 + T_2 = 45 \text{ N}

  2. Take Moments About Point a:

    Consider the moments around point a to eliminate T1T_1:

    T2(4)12(1)25(2)8(2.5)=0T_2 (4) - 12 (1) - 25 (2) - 8 (2.5) = 0

    This leads to:

    4T2=12+50+204T_2 = 12 + 50 + 20 4T2=824T_2 = 82 T2=824=20.5 NT_2 = \frac{82}{4} = 20.5 \text{ N}

  3. Calculate Tension T1T_1: Substitute T2T_2 back into the first equation:

    T1+20.5=45T_1 + 20.5 = 45

    Therefore: T1=4520.5=24.5 NT_1 = 45 - 20.5 = 24.5 \text{ N}

Step 2

Show on a diagram all the forces acting on the ladder (part b)(i)

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Answer

A diagram depicting the ladder should include:

  • Weight of the Ladder (W = 80 N) acting downward at its center of gravity (midpoint of the ladder).
  • Normal Reaction Force (R) from the ground acting upward at the base of the ladder.
  • Frictional Force (Rf=μRR_f = \mu R) acting horizontally at the base, opposing the motion.
  • Normal Force from the Wall (RwR_w) acting horizontally towards the ladder from the wall.

The forces can be illustrated as follows:

------           (R_w)
|    |
|    |
|    | (W)
|    | 
------
|    
|----|  (R)

Step 3

Calculate the value of the coefficient of friction between the ladder and the ground (part b)(ii)

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Answer

  1. Vertical Forces: The normal reaction from the ground must equal the weight of the ladder.

    R=W=80 NR = W = 80 \text{ N}

  2. Horizontal Forces: From equilibrium, the horizontal forces satisfy:

    Rf=Rw=μRR_f = R_w = \mu R

    Thus:

    Rw=80μR_w = 80\mu

  3. Take Moments About Point a: Taking moments about point a, we have:

    Rw(5sin(60°))W(52cos(60°)=0R_w (5 \sin(60°)) - W(\frac{5}{2}\cos(60°) = 0

    Substituting for RwR_w and WW:

    80μ(5sin(60°))=80(52cos(60°)80 \mu (5 \sin(60°)) = 80 (\frac{5}{2}\cos(60°)

    Simplifying,

    80μ(32)=80(54)80 \mu (\frac{\sqrt{3}}{2}) = 80 (\frac{5}{4})

    This simplifies to:

    μ=123\mu = \frac{1}{2\sqrt{3}}

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