Tension in Cables of Differing Angles

AI Thread Summary
The discussion revolves around calculating the tensions in two cables supporting a 10 kg object at angles of 30° and 45°. The equations of equilibrium are established, leading to two key equations: one for horizontal components and another for vertical components. The user struggles with isolating the variables but is guided to recognize that they have two equations with two unknowns, which can be solved simultaneously. The correct tensions are determined to be Tα=72N and Tβ=88N. The conversation emphasizes the importance of correctly applying the equilibrium conditions in solving for the tensions.
Aninnymoose
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Homework Statement


An object of m=10 kg is hung by two cables α=30° and β=45°. The tensions in the cables are___and___, respectively.
α=30°
β=45°
m=10kg
a=0
Tα=unknown
Tβ=unknown


THE ANSWERS SHOULD BE Ta=72N, Tβ=88N

Homework Equations


mg=10kg*9.8m/s2=98N
∑Fx=ma(x)=0
∑Fy=ma(y)=0

A Free Body Diagram would show three forces: 98N facing downwards, Ta facing 30° up and to the left, and Tb facing facing 45° up and to the right.


The Attempt at a Solution



I tried to isolate the horizontal and vertical components of the forces with
Tαcos30°+Tβcos45°=0→Tαcos30°=-Tβcos45°
Tαsin30°+Tβsin45°-98N=0→Tαsin30°+Tβsin45°=98N

I then tried to solve for T with
Tα=-Tβcos45°/cos30°

And substitute that into the vertical component equation
(-Tβcos45°/cos30°)sin30°+Tβsin45°=98N

But I seem to be walking in circles when I attempt to go any further.
 
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Aninnymoose said:
I tried to isolate the horizontal and vertical components of the forces with
Tαcos30°+Tβcos45°=0→Tαcos30°=-Tβcos45°

The x components of the tension forces have opposite signs. Write

Tαcos30°-Tβcos45°=0

Aninnymoose said:
Tαsin30°+Tβsin45°-98N=0→Tαsin30°+Tβsin45°=98N

Correct.

That is two equation with two unknown, just go ahead. Why do you think that you move in circles? :smile:

ehild
 
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