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Step2247 [10]
3 years ago
7

In a Broadway performance, an 85.0-kg actor swings from a R = 3.90-m-long cable that is horizontal when he starts. At the bottom

of his arc, he picks up his 55.0-kg costar in an inelastic collision. What maximum height do they reach after their upward swing?
Physics
1 answer:
Lera25 [3.4K]3 years ago
5 0

To solve this problem it is necessary to apply the concepts related to the conservation of the moment and the conservation of energy.

The conservation of energy implies that potential energy is transformed into kinetic energy or vice versa, depending on the process, in this way

KE = PE

\frac{1}{2}mv^2 = mgh

Where,

m = mass

v = velocity

h = height

g = gravitational acceleration

Re-arrange to find v,

\frac{1}{2}mv^2 = mgh

\frac{1}{2}v^2 = gh

v = \sqrt{2gh_1}

Replacing with our values we have that

v = \sqrt{2gh_1}

v = \sqrt{2(9.8)(3.9)}

v = 8.74m/s

At this point we can find the final speed through the conservation of the momentum, that is

mv = (m+M)V

Here,

m = mass of the first person

M = Mass of the second person

v = Initial velocity

V = Final Velocity

Replacing,

mv = (m+M)V

(85)(8.74) = (85+55)V

V = \frac{(85)(8.74) }{(85+55)}

V = 5.30m/s

Applying energy conservation again, but in this case using the values of the final state we have to

\frac{1}{2}(m+M)V^2 = (m+M)gh_2

\frac{1}{2}V^2 = gh_2

h_2 = \frac{V^2}{2g}

h_2 = \frac{5.3^2}{2*9.8}

h_2 = 1.433m

Therefore the maximum height that they reach after their upward swing is 1.433m

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Answer:

a)    F₁ = 267.3 N,   N₁ = 1300 N,  b)    μ = 0.324

Explanation:

For this exercise we use the rotational equilibrium condition, we have a reference system is the floor and the anticlockwise rotations as positive, in the adjoint we can see a diagram of the forces

           

let's use subscript 1 for the ladder and 2 for the firefighter

            ∑ τ = 0

          -W₁ x₁ - W₂ x₂ + N₁ y = 0

           N₁ = \frac{W_1 x_1 + W_2 x_2}{y}          (1)

the center of mass of the ladder is at its geometric center,

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         cos 60 = x₁ / d₁

         x₁ = d₁ cos 60

         x₁ = 7.5 cos 60

         x₁ = 3.75 m

for the firefighter d₂ = 4 m

         cos 60 = x₂ / d₂

         x₂ = d₂ cos 60

          x₂ = 4 cos 60 = 2 m

for the fulcrum d₃ = 15 m

         sin 60 = y / d₃

         y = d₃ sin 60

         y = 15 sin 60

         y = 13 m

we look for the Normal by substituting in equation 1

         N₂ = \frac{500 \ 3.75 \ + 800 \ 2}{13}

         N₂ = 267.3 N

now let's use the translational equilibrium relations

 X axis

           F₁ - N₂ = 0

           F₁ = N₂

           F₁ = 267.3 N

Axis y

          N₁ - W₁ -W₂ = 0

          N₁ = W₁ + W₂

          N₁ = 500 + 800

          N₁ = 1300 N

b) for this case change the firefighter's distance d₂ = 9 m

          x₂ = 9 cos 60

          x₂ = 4.5 m

we substitute in 1

          N₂ = \frac{500 \ 3.75 \ + 800 \ 4.5}{13}  

          N₂ = 421.15 N

of the translational equilibrium equation on the x-axis

          fr = F₁ = N₂

          fr = 421.15 N

friction force has the expression

          fr = μ N

in this case the reaction of the Earth to the support of the ladder is N1 = 1300N

          μ = fr / N₁

          μ = 421.15 / 1300

          μ = 0.324

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