Help equlibrium, torque, tension problem?

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A uniform beam of weight 500 N and length 3.0 m is suspended horizontally, with a cable supporting it at a distance D above the beam, where the tension that will snap the cable is 1200 N. The equation TLcos(θ) - mg L/2 = 0 is used to find the value of D, while in another scenario with a 12.0 m beam at a 50° angle, the equation TLsin(40°) = W(L/2)sin(50°) is applied. The confusion arises from the use of sine and cosine; cosine is used when the angle is between the beam and the cable, while sine is used when considering the vertical component of the tension. Clarification on the placement of angles in the triangle is essential for correct application of these trigonometric functions. Understanding these principles is crucial for solving equilibrium problems involving torque and tension.
nchin
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#1 a uniform beam of weight 500 N and length 3.0 m is suspended horizontally. On the left is hinged to the wall; on the right it is supported by a cable bolted to the wall at distance D above the beam. The least tension that will snap the cable is 1200N. What value of D corresponds to that tension?

TLcos(θ) - mg L/2 = 0

#2 a uniform beam of length 12.0 m is supported by a horizontal cable and a hinge at angle θ = 50° with the vertical. The tension in the cable is 400 N. Find the gravitational force on the beam in unit vector notation and the force on the beam from the hinge in unit vector notation.

TLsin40° = W(L/2)sin50°

I am confused on when to use cos or sin. Can someone explain why cos was use in #1 and sin in #2? I attached some pics below.
 

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nchin said:
#1 a uniform beam of weight 500 N and length 3.0 m is suspended horizontally. On the left is hinged to the wall; on the right it is supported by a cable bolted to the wall at distance D above the beam. The least tension that will snap the cable is 1200N. What value of D corresponds to that tension?

TLcos(θ) - mg L/2 = 0

#2 a uniform beam of length 12.0 m is supported by a horizontal cable and a hinge at angle θ = 50° with the vertical. The tension in the cable is 400 N. Find the gravitational force on the beam in unit vector notation and the force on the beam from the hinge in unit vector notation.

TLsin40° = W(L/2)sin50°

I am confused on when to use cos or sin. Can someone explain why cos was use in #1 and sin in #2? I attached some pics below.

In #1 you haven't shown where the angle you were using is placed in the triangle. Depending which angle you are using - they look like about 30o and 60o - so depends whether you will be using sin or cos.
 
If your angle is between the beam and the cable, in #1, then your tension will be the sine of that angle, not cosine.

Think of a parallelogram.
 
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