How Do You Calculate Tension and Hinge Forces in Static Equilibrium?

In summary, the problem involves a metal pole with a mass of 10kg and a load with a mass of 50kg. The rope is attached at a point that is ¼ of the pole's length from the free end. Using a vector diagram with the origin at the hinge point, the equations \sum \tau=0 and \sum Fy = 0 are used to find the tension in the rope and the force at the hinge. The calculated values for tension, Ay, and Ax are 188.29 N, 523.7 N, and 176.93 N, respectively.
  • #1
lightonahill7
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Homework Statement



The metal pole has a mass of 10kg, and the load has a mass of 50kg. The rope is attached so that it is ¼ of the pole’s length from the free end of the pole. Find the tension in the rope and the force at the hinge.

Homework Equations





The Attempt at a Solution

 

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  • #2
I have tried to set up this problem but would like some feedback.

I want to set my vector diagram with the origin placed at the hinge point, with y+ upwards and x+ going to the right.

[tex]\sum[/tex] [tex]\tau[/tex]=0

T(3/4)sin20 - 98N(1/2)sin50 - 490(1)sin50 = 0

T(3/4)sin20 = 412.8979548

T = 188.29 N

If I am right with the value for tension, then to find x and y components of force would be:

[tex]\sum[/tex] Fy = 0

Ay - 98 - 490 + 188.29sin20 = 0

Ay = 523.7 N

[tex]\sum[/tex] Fx = 0

Ax - 188.29cos20 = 0

Ax = 176.93 N

Am I on the right track?
 
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