Respuesta :
Gravitational, g = 9.81 m/s2
Theta = 30 degrees, using the same force.
Let u be the coefficient of static friction
Force applied F = mg
Static Friction Force = u3mgcos (theta)
The gravitational Force = 3mgsin (theta)
So the force equation = 3mgsin (theta) - (u3mgcos (theta) + mg) = 0
So 3mgsin (theta) = (u3mgcos (theta) + mg) => 3sin (theta) = (u3cos (theta) + 1)
=> u = (3sin (30) - 1) / 3cos (30) => u = (3(1/2) - 1) / (3 x 0.866)
=> u = (1.5 - 1) / 2.59 = 0.5 / 2.59 = 0.5 / 2.598
Coefficient of Static Friction u = 0.19.
Theta = 30 degrees, using the same force.
Let u be the coefficient of static friction
Force applied F = mg
Static Friction Force = u3mgcos (theta)
The gravitational Force = 3mgsin (theta)
So the force equation = 3mgsin (theta) - (u3mgcos (theta) + mg) = 0
So 3mgsin (theta) = (u3mgcos (theta) + mg) => 3sin (theta) = (u3cos (theta) + 1)
=> u = (3sin (30) - 1) / 3cos (30) => u = (3(1/2) - 1) / (3 x 0.866)
=> u = (1.5 - 1) / 2.59 = 0.5 / 2.59 = 0.5 / 2.598
Coefficient of Static Friction u = 0.19.
The coefficient of static friction between the load and the slope is 0.42.
The given parameters;
- mass lifted by Walter, m = 281.5 kg
- slope of the inclined plane, θ = 30⁰
Using the same force to hold three times that mass on the inclined plane, the normal force on the load is calculated as follows;
let the applied force = F = mg
weight of the load = 3mg
[tex]F_n= Fsin(90) + 3mgcos(\theta)= mgsin(90) + 3mgcos(\theta) \\\\F_n = mg + 3mgcos(\theta)[/tex]
Static frictional force on the load;
[tex]F_s= \mu_s F_n \\\\F_s = \mu_s (3mgcos\theta + mg)[/tex]
The parallel force on the load is calculated as follows;
[tex]3mgsin(\theta) - \mu_s (3mgcos\theta + mg) = 0\\\\mg(3sin\theta) - mg\mu_s (3cos\theta +1) =0\\\\u_s = \frac{mg(3sin\theta)}{mg(3cos\theta + 1)} \\\\\mu_s = \frac{3 sin(\theta)}{3 cos(\theta) \ + \ 1} \\\\\mu_s = \frac{3 sin(30)}{3 cos(30) \ + \ 1}\\\\\mu_s = \frac{3(0.5)}{3(0.866) \ + \ 1} \\\\\mu_s = 0.42[/tex]
Thus, the coefficient of static friction between the load and the slope is 0.42.
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