Static Equilibrium with a beam and cable

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Homework Help Overview

The discussion revolves around a static equilibrium problem involving a vertical beam subjected to a horizontal force and supported by a cable. Participants are exploring the forces acting on the beam and the calculations related to tension and reaction forces.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • Participants discuss the equilibrium conditions and the forces acting on the beam, including the tension in the cable and the reaction forces at the base. There is an exploration of summing forces and moments, with some participants questioning the inclusion of horizontal forces and the concept of moments.

Discussion Status

Some participants have attempted calculations for the tension in the cable and the ground reaction forces, while others are providing guidance on considering additional forces and moments. There is an ongoing exploration of the problem with no explicit consensus on the approach yet.

Contextual Notes

One participant notes a lack of familiarity with the concept of moments, which may affect their ability to engage with certain suggested methods. The problem context implies that the beam is supported at its base by a pinned joint, although this is not explicitly stated in the original problem.

Juniper7
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Homework Statement


A uniform vertical beam of mass 40kg is acted on by a horizontal force of 520N at its top and is held, in the vertical position, by a cable as shown in the attached picture.
a) Calculate the tension in the cable
b) Determine the reaction forces acting on the beam by the ground

Homework Equations


F=T-mg

The Attempt at a Solution


I think I over simplified this:

∑Fx = Fcablecos28° - Fapplied force = 0
Fccos28° = Fa
Fc = 588.94N <---- answer to a)

∑Fy = Fcsin28° + mg - FN = 0
Fcsin28° + mg = FN
(588.94N)sin28° + (40kg)(9.81m/s2) = FN
FN = 668.49N <----- answer to b)

Thank you in advance for any help!
 

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Juniper7 said:

Homework Statement


A uniform vertical beam of mass 40kg is acted on by a horizontal force of 520N at its top and is held, in the vertical position, by a cable as shown in the attached picture.
a) Calculate the tension in the cable
b) Determine the reaction forces acting on the beam by the ground

Homework Equations


F=T-mg

The Attempt at a Solution


I think I over simplified this:

∑Fx = Fcablecos28° - Fapplied force = 0
Fccos28° = Fa
Fc = 588.94N <---- answer to a)

∑Fy = Fcsin28° + mg - FN = 0
Fcsin28° + mg = FN
(588.94N)sin28° + (40kg)(9.81m/s2) = FN
FN = 668.49N <----- answer to b)

Thank you in advance for any help!
Although not stated, the beam is presumably supported at its base by a pinned joint which can take both horizontal and vertical forces. You neglected to include the horizontal force at that beam base support. Try summing moments about it to calculate Ty, then continue.
 
PhanthomJay said:
Although not stated, the beam is presumably supported at its base by a pinned joint which can take both horizontal and vertical forces. You neglected to include the horizontal force at that beam base support. Try summing moments about it to calculate Ty, then continue.

Ok, So that would be like the force of friction? working in the opposite direction of the applied force?
 
Juniper7 said:
Ok, So that would be like the force of friction? working in the opposite direction of the applied force?
We'll it could be friction or a bolt connection , but it's direction wouldn't be opposite the applied force. Try summing moments about a point and summing forces = 0 and see what happens.
 
PhanthomJay said:
We'll it could be friction or a bolt connection , but it's direction wouldn't be opposite the applied force. Try summing moments about a point and summing forces = 0 and see what happens.

I'm sorry, I haven't learned to sum moments yet. Or what moments are. Is there a way to do it without that?
 
Juniper7 said:
I'm sorry, I haven't learned to sum moments yet. Or what moments are. Is there a way to do it without that?
Oh terminology. Moment is another name for torque. Sum torques like you did last problem. Vert comp of tension force at guy base times it's perp distance to beam base is equal to applied force times it's perp disr to beam base. That's one way to do it...others using free body diagrams...
 

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