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Equilibrium of Coplanar Force Systems: Determining Tensions in Cables, Study notes of Geometry

Examples and solutions for determining the tensions in cables of coplanar force systems in equilibrium. It covers the drawing of free body diagrams, application of equations of equilibrium, and solving for unknown forces. several examples with given weights and geometries, and provides the steps to find the forces in the cables.

What you will learn

  • How do you determine the tensions in the cables of a coplanar force system in equilibrium?
  • How do you apply the equations of equilibrium to solve for the unknown forces in a coplanar force system?
  • What is the role of free body diagrams in solving problems of coplanar force systems?

Typology: Study notes

2021/2022

Uploaded on 09/12/2022

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3.3 COPLANAR FORCE SYSTEMS
This is an example of a 2-D or
coplanar force system. If the
whole assembly is in
equilibrium, then particle A is
also in equilibrium.
To determine the tensions in
the cables for a given weight
of the engine, we need to
learn how to draw a free body
diagram and apply equations
of equilibrium.
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3.3 COPLANAR FORCE SYSTEMS

This is an example of a 2-D or coplanar force system. If the whole assembly is in equilibrium, then particle A is also in equilibrium. To determine the tensions in the cables for a given weight of the engine, we need to learn how to draw a free body diagram and apply equations of equilibrium.

3.3 COPLANAR FORCE SYSTEMS

If a particle is subjected to a system of coplanar forces that lie in

the x-y plane, then each force can be resolved into its i and j

components. For equilibrium,

For this vector equation to be satisfied, both the x andy components must be equal to zero. Hence,

EXAMPLE 3.

Determine the tension in cables AB and AC for the equilibrium of the 250-kg engine shown in fig.

Plan:

  • Draw FBD for ring A
  • Write E of E
  • Solve for unknown forces

Write the scalar E of E:

  •   Fx = TB cos 30º – TD = 0

  •  Fy = TB sin 30º – 2. 452 kN = 0

Solving the second equation gives:

TB = 4. 90 kN

From the first equation, we get:

TD = 4. 25 kN

FBD at A

EXAMPLE 3.1 cont.

EXAMPLE 3.2 (continued)

The scalar E-of-E are:

  •   Fx = TEG sin 30º – TEC cos 45º = 0
  •   Fy = TEG cos 30º – TEC sin 45º – 20 lbs = 0

Solving these two simultaneous equations for the two unknowns yields:

TEC = 38. 6 lb TEG = 54. 6 lb

A FBD at E should look like the one to the left. Note the assumed directions for the two cable tensions.

   Fx = 38. 64 cos 45 – (4/5) TCD = 0    Fy = (3/5) TCD + 38.64 sin 45 – WB = 0

Solving the first equation and then the second yields

TCD = 34. 2 lb and WB = 47. 8 lb.

The scalar E-of-E are:

Now move on to ring C. A FBD for C should look like the one to the left.

EXAMPLE 3.2 (continued)

PROBLEM SOLVING (continued)

25 °^30 °

600 lb

FAB FAC

A

FBD at point A

Applying the scalar E-of-E at A, we get;

  •  Fx = FAC cos 30° – FAB cos 25° = 0

  •  Fy = -FAC sin 30° – FAB sin 25° + 600 = 0

Solving the above equations, we get;

FAB = 634 lb

FAC = 664 lb