Why is this a two-force member?

  • Thread starter eurekameh
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In summary: So, even if there are more than 2 forces acting on the member, all of them will still resolve into the 2 co-linear forces.In summary, the 600 N force is acting on both members, no?
  • #1
eurekameh
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http://imageshack.us/photo/my-images/855/unledvny.png/

It is saying that member AC and member DC are both two force members. However, isn't there a downward applied force of 600 N acting on both of these two members as well?
 
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  • #2
Considering the definition of a two-force member, AC and DC are both pinned at each end and there are no forces in between the pins, so they are both two-force members.
 
  • #3
The 600 N force is acting on both members, no? I don't intuitively see it just acting on just the pin.
 
  • #4
You could say the 600N force is acting on both members if you want. It results in tension in AC and compression in DC, but it is acting only at the pin as indicated in the diagram (which sums everything up quite nicely). If you don't see it acting at just the pin, where else do you see it acting? Are you taking exception with some aspect of the diagram?
 
  • #5
Without the FBD's, I wouldn't think it would be a two force member if I was only given the diagram of just the setup and if I was asked to draw the FBD's myself, I would draw the 600 N force acting on both members, not just on the pin.
 
  • #6
Could you then please draw your take on the FBDs to enable further exploration of your reasoning?
 
  • #7
http://imageshack.us/photo/my-images/197/unledzvh.png/
Drawing it, I can now see why it is a two-force member, because it still has two points where forces are applied. If the 600 N force was acting somewhere other than the pin on each of the two members, then it wouldn't be a two-force member.
However, I'm still confused if the 600 N force is directly acting on member AC and DC or just the pin.
 
  • #8
eurekameh said:
I'm still confused if the 600 N force is directly acting on member AC and DC or just the pin.
Don't forget to draw a FBD for the pin, it is an essential element of the system. When you say you are applying the 600N force to C, you need to be exactly clear on how you are doing this. You can attach the 600N force to one of the three elements, the "C-end" of member DC or to the "C-end" of member AC or the pin at C. These are 3 unique locations the the resulting FBDs should reflect it. I would think attaching the force to the pin would simplify things.
 
  • #9
Are you saying that we have a choice in attaching the 600 N force to which ever element we want? If so, then wouldn't the "two-force member" definition be relative and dependent on wherever you attach the forces?
Let's say I attach the force to member DC. Would this not be a two-force member then?
 
  • #10
I think you are having some confusion about the definition of a 2-force member. This is my informal working definition--pins at both ends: check, no (external) forces in between the pins: check. Those two conditions are all you need to identify the member as a 2-force member. You can have 1, 2, 3 or N forces applied at the pins, but the neat thing is, they all resolve into 2 co-linear forces (acting along the line between the pins) putting the member into compression or tension.
 
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FAQ: Why is this a two-force member?

Why is it important to identify a two-force member in a structure?

Identifying a two-force member is important because it helps determine the internal forces and stresses within a structure. This information is crucial for ensuring the structural integrity and safety of the overall design.

How can you tell if a member is a two-force member?

A two-force member is a structural element that only experiences two forces acting on it, and these forces must be collinear (acting along the same line). This means that the member is either in pure tension or pure compression. Therefore, to identify a two-force member, you must check if it is loaded with forces acting in opposite directions along the same line.

What are some examples of two-force members?

Some examples of two-force members include truss members, cables, and tie rods. These structural elements are designed to primarily carry either tension or compression forces, making them ideal for use as two-force members.

Can a two-force member also experience bending moments?

No, by definition, a two-force member can only experience forces along its axis. Bending moments require off-axis forces, which would make the member a multi-force member. However, a two-force member may experience additional loads, such as self-weight, which would result in a small bending moment.

How does identifying a two-force member affect structural analysis?

Identifying a two-force member simplifies the structural analysis process as it reduces the number of unknown internal forces and stresses. This allows for more straightforward calculations and a more efficient design process.

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