ecieved an answer to this question before, but I don't understand it. We're supposed to use vectors to find the answers. Thank you!   This is all the information that's given: A link arm (see figure below) has the mass m and center of gravity / center of mass at point G. The arm is freely articulated at point O. At points A, B and C, respectively, there are attachments for a spring and a rope that runs over a stationary pulley at point D (neglect the dimensions of the pulley). The spring is 2.0 m long in the untensioned position and gives a force F = k s on the arm, where s is the extension / compression of the spring. If the arm is in equilibrium, the sum of all moments of force on the arm must be zero, ie. Sum(Mi) = Sum(ri) × Fi = 0 Data: m = 150 kg, k = 4.0 kNm^−1, OG = 1.4m, OB = 2.8m, OC = 4.2m, D = (7, 3) m, g = 9.8ms^−2 a) Identify all the forces that give a moment (with regards to 0) and express both the forces and position vectors for the forces' points of attack in component form. Help: Write all vectorial quantities as an amount multiplied by a unit vector.

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I've recieved an answer to this question before, but I don't understand it. We're supposed to use vectors to find the answers. Thank you!

 

This is all the information that's given: A link arm (see figure below) has the mass m and center of gravity / center of mass at point G. The arm is freely articulated at point O. At points A, B and C, respectively, there are attachments for a spring and a rope that runs over a stationary pulley at point D (neglect the dimensions of the pulley). The spring is 2.0 m long in the untensioned position and gives a force F = k s on the arm, where s is the extension / compression of the spring. If the arm is in equilibrium, the sum of all moments of force on the arm must be zero, ie.

Sum(Mi) = Sum(ri) × Fi = 0

Data: m = 150 kg, k = 4.0 kNm^−1, OG = 1.4m, OB = 2.8m, OC = 4.2m, D = (7, 3) m, g = 9.8ms^−2

a) Identify all the forces that give a moment (with regards to 0) and express both the forces and position vectors for the forces' points of attack in component form. Help: Write all vectorial quantities as an amount multiplied by a unit vector.

b) Set up and solve (moment) the equilibrium equation with respect to the amount of clamping/tension force in the line. Express this as a function of the angle, ie T(∅).

c) Assume that the line can withstand a maximum load T = 15.0 kN and determine the corresponding angle ∅max

d) What will be the maximum value for ∅ if we do not have to consider the limitations of the line?

T
y
k
B
Transcribed Image Text:T y k B
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