How Do You Identify a Two-Force Member in a Frame?

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Discussion Overview

The discussion revolves around identifying two-force members in a frame, particularly in the context of structural analysis. Participants explore methods for determining which members qualify as two-force members based on the forces acting on them, including the implications of pinned connections and external loads.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested
  • Homework-related

Main Points Raised

  • One participant inquires about the easiest method to identify two-force members in a frame, expressing confusion over the reactions at pinned connections.
  • Another participant explains that a member is considered a two-force member if two unknown forces act on it, regardless of additional known loads.
  • Several participants request clarification on a specific truss diagram to identify the two-force member and the reasoning behind it.
  • There is a discussion about the forces acting on members ABD and BC, with one participant suggesting that member BC is the two-force member due to the forces acting on it.
  • One participant cautions against prematurely concluding whether a member is in tension or compression without knowing the magnitudes and directions of the forces.
  • Another participant confirms that member BC is indeed the two-force member, but emphasizes the need for a complete understanding of the forces involved.

Areas of Agreement / Disagreement

Participants generally agree on the definition of a two-force member and identify member BC as such. However, there is some uncertainty regarding the direction of forces and the implications of tension and compression, indicating that the discussion remains partially unresolved.

Contextual Notes

Participants express limitations in applying theoretical concepts to specific examples, highlighting the need for visual aids and complete information about the forces acting on the members.

uradnky
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What is the easiest way to determine the two force member in a frame question?

When I look at a frame and see the pinned connections, I automatically assume that there is a reaction in the x and y directions.

How can I tell at which pin there is only one reaction, and what direction it is in?


All of the examples in my textbook state which member is the two force member and wether it is a pulling horizontally or vertically on the pin, whereas the problems do not give this information.

Thanks.
 
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The reactions in the x and y-directions are components of a single force. If two of these unknown forces act on one piece of the frame, that piece is a two-force member. It does not matter if there is an extra load of known force on the member, as long as you have two unknown forces acting on that particular piece of the frame, it is considered a two-force member. Does that make sense?
 
Thanks for the reply. I understand what you are saying but I have trouble applying it.
Could you maybe explain to me, on the attached truss where the two force member is and how you came to that conclusion? I would really appreciate it.
 

Attachments

  • truss.jpg
    truss.jpg
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uradnky said:
Thanks for the reply. I understand what you are saying but I have trouble applying it.
Could you maybe explain to me, on the attached truss where the two force member is and how you came to that conclusion? I would really appreciate it.

I would like to but your attachment is "pending." It might be faster if you obtain a link for your image and post it.
 
Last edited:
uradnky said:
Oh I didnt realize that it had to get approval before uploading.
Here's a link to the truss..
http://i284.photobucket.com/albums/ll12/uradnky/truss.jpg
Thanks again

You don't have to get approval, somebody has to come along and ok it. It's a strange process. Anyways..


I take it that points B, C, and D have pins, correct?
 
Yes they do.
 
You can break up the frame into two pieces: member ABD, and member BC. We have four different forces acting on the entire frame (neglecting its weight). Call these forces A, B, C, and D, where A is the 6kN load. Can you tell me which member has only two unknown forces acting on it (this will be the two force member)?
 
That cleared things up a lot thanks..
So member BC is the 2 force member because it only has the forces B and C acting on it?

Member BC is in tension so it can only pull on the pins at B and C? Is this correct?

Because of this, when I draw the FBD of member BC the reactions are only in the X direction right?
 
  • #10
From the looks of things, member BC would most likely be in tension, yes. But I wouldn't draw conclusions about whether a member is in tension or compression until you know the magnitudes and directions of the unknown forces on the member.

It's best to pick an arbitrary direction for each component of any unknown force. If you find the component to be a negative value, this means that the component points opposite to the direction you chose. I wouldn't say that the only reactions on BC are in the x-direction. The load acts vertically downward, and the frame is in equilibrium, where does the opposing force act?

If the diagram you've posted is for a particular problem you're trying to work out, be sure to state all of the known information about the problem and what its asking for. I may be able to help more if I know more about the problem.

Edit: And yes, BC is the two-force member.
 

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