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A uniform ladder, of weight 200 N, rests on rough horizontal ground and leans against a smooth vertical wall - Leaving Cert Applied Maths - Question 7 - 2009

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A uniform ladder, of weight 200 N, rests on rough horizontal ground and leans against a smooth vertical wall. The foot of the ladder is 3 m from the wall and the to... show full transcript

Worked Solution & Example Answer:A uniform ladder, of weight 200 N, rests on rough horizontal ground and leans against a smooth vertical wall - Leaving Cert Applied Maths - Question 7 - 2009

Step 1

Find the coefficient of friction between the ladder and the ground.

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Answer

  1. Identify the Forces Involved: The uniform ladder experiences gravitational force acting downwards (its weight, 200 N) and normal force from the ground acting upwards (R). The frictional force (f) opposes the motion at the base, while the horizontal force from the wall is negligible since there's no resultant horizontal force acting on the ladder.

  2. Taking Moments About the Base of the Ladder: Since the ladder is in equilibrium, we can sum the moments about the base. The moment arm for the weight of the ladder (200 N) is the horizontal distance from the wall (3 m).

    R1(5)=200(1.5)R_{1}(5) = 200(1.5)

    Thus, calculating gives us:

    R1=200(1.5)5=60NR_{1} = \frac{200(1.5)}{5} = 60 N

  3. Setting Up the Equation for Normal Force and Friction: From equilibrium in the vertical direction, we have:

    R=200NR = 200 N

    And since we sum up forces horizontally (friction), we have:

    μR=R1\mu R = R_{1}

    Substituting known values:

    μ(200)=60\mu(200) = 60

    Solving gives:

    μ=60200=310\mu = \frac{60}{200} = \frac{3}{10}

Step 2

Show on a diagram the forces acting on the particle.

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Answer

  1. Draw the Particle and Forces: Start by sketching the particle at the center of the diagram. Draw the downward force of weight, 50 N, acting directly downwards.

  2. Show the Strings and Angles: Indicate the two strings tied to the particle making angles α\alpha and β\beta with the ceiling. Label the tension in string 1 as T1T_1 and in string 2 as T2T_2.

  3. Illustrate the Forces: Draw T1T_1 angled upwards to the left at angle α\alpha and T2T_2 angled upwards to the right at angle β\beta. Include the horizontal and vertical components of both tensions:

    • For T1T_1: Horizontal component is T1cos(α)T_1 \cos(\alpha); Vertical component is T1sin(α)T_1 \sin(\alpha).
    • For T2T_2: Horizontal component is T2cos(β)T_2 \cos(\beta); Vertical component is T2sin(β)T_2 \sin(\beta).

Step 3

Write down the two equations that arise from resolving the forces horizontally and vertically.

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Answer

  1. Horizontal Component Equation:

    From the horizontal equilibrium, we have:

    T1cos(α)=T2cos(β)T_1 \cos(\alpha) = T_2 \cos(\beta)

  2. Vertical Component Equation:

    From the vertical equilibrium:

    T1sin(α)+T2sin(β)=50T_1 \sin(\alpha) + T_2 \sin(\beta) = 50

Step 4

Solve these equations to find the tension in each of the strings.

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Answer

  1. Substituting Known Angles: Use the given values for the tangents:

    tan(α)=43sin(α)=45,cos(α)=35\tan(\alpha) = \frac{4}{3} \Rightarrow \sin(\alpha) = \frac{4}{5}, \cos(\alpha) = \frac{3}{5}

    tan(β)=34sin(β)=35,cos(β)=45\tan(\beta) = \frac{3}{4} \Rightarrow \sin(\beta) = \frac{3}{5}, \cos(\beta) = \frac{4}{5}

  2. Use the Horizontal Equation:

    \Rightarrow T_1 \cdot \frac{3}{5} = T_2 \cdot \frac{4}{5}$$ Hence: $$T_1 = \frac{4}{3} T_2$$
  3. Substituting in the Vertical Equation:

    Plug this into the vertical component equation:

    43T245+T235=50\frac{4}{3} T_2 \cdot \frac{4}{5} + T_2 \cdot \frac{3}{5} = 50

    Simplifying gives us:

    1615T2+35T2=50\Rightarrow \frac{16}{15} T_2 + \frac{3}{5} T_2 = 50

    Combining terms results in:

    \Rightarrow \frac{25}{15} T_2 = 50\n T_2 = 30 N$$
  4. Finding T1T_1:

    Now substitute back into T1=43T2T_1 = \frac{4}{3} T_2:

    T1=4330=40NT_1 = \frac{4}{3} \cdot 30 = 40 N

Thus, the tensions are: T1=40NT_1 = 40 N and T2=30NT_2 = 30 N.

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