Statics project involving shear & moment diagram of a control arm

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Discussion Overview

The discussion revolves around the analysis of internal loads (shear and moment) in a control arm for a statics project. Participants are focused on creating shear and moment diagrams for a bent member, which presents unique challenges compared to straight members typically encountered in such problems.

Discussion Character

  • Technical explanation
  • Debate/contested
  • Mathematical reasoning

Main Points Raised

  • One participant expresses uncertainty about how to section the bent control arm for the shear and moment diagram, noting that traditional methods apply to straight members.
  • Another participant suggests that the analysis can be performed as if sections A and B were aligned, indicating that internal moments and shear loads would not differ in this case.
  • A participant seeks clarification on whether creating separate shear/moment diagrams for sections A and B would yield the same results, expressing confidence in this approach but seeking validation.
  • A later reply confirms that creating two moment diagrams for each arm of the control arm is acceptable.
  • Reference to external resources is provided to assist with understanding the relationship among distributed loads, shearing force, and bending moment.

Areas of Agreement / Disagreement

Participants generally agree on the validity of analyzing the sections as if they were aligned, but there is some uncertainty regarding the implications of creating separate diagrams for each section. The discussion remains somewhat unresolved as participants explore the nuances of the analysis.

Contextual Notes

There may be limitations regarding the assumptions made about the alignment of sections and the specific conditions under which the shear and moment diagrams are created. The discussion does not resolve these aspects.

mhrob24
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Homework Statement
Determine internal loads (shear and moment) of the control arm and draw the corresponding diagrams.
Relevant Equations
M = Fd = 0
Fy = 0
Part of a project I am working on (part #3…see description below) is asking us to find the internal loads (shear and moment) and draw the corresponding shear/moment diagrams of the control arm shown below. It’s a little tricky to me, because all of the members associated with these type of problems are normally straight….this travels along the x and y (it’s bent…)

The FBD I drew below shows how I THINK this should be sectioned in order to create the moment and shear diagram, but I’m really not sure. The moments do cancel when you reach the end of that member along the x-axis, so it seems like this should be accurate. Any insight would be beneficial. Thank you!
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You can do your analysis like if sections a and b were aligned, there is no difference regarding internal moments and shear loads.
The direction of the reaction force vector at the pivot must consider the directions of forces P and F, though.
 
Lnewqban said:
You can do your analysis like if sections a and b were aligned, there is no difference regarding internal moments and shear loads.
The direction of the reaction force vector at the pivot must consider the directions of forces P and F, though.

Thank you. You help me out a lot with questions on here. I appreciate it.

Let me ask you this: so if you look at the FBD I drew on the red pad where I made my cut through section A along the x axis…..if I made the shear/moment diagram with that, and then made another FBD but this time, I had the section B along the x-axis and made a second moment diagram for that section, would that be the same thing? I don’t see how it couldn’t be, but I want to see what you think, because that was my initial intent….just make 2 moment diagrams from each “arm” of the control arm.
 
mhrob24 said:
Thank you. You help me out a lot with questions on here. I appreciate it.

Let me ask you this: so if you look at the FBD I drew on the red pad where I made my cut through section A along the x axis…..if I made the shear/moment diagram with that, and then made another FBD but this time, I had the section B along the x-axis and made a second moment diagram for that section, would that be the same thing? I don’t see how it couldn’t be, but I want to see what you think, because that was my initial intent….just make 2 moment diagrams from each “arm” of the control arm.
That would be perfectly fine.

Take a look at the last examples of this link:
https://eng.libretexts.org/Bookshel...ibuted_Load_Shearing_Force_and_Bending_Moment

You are welcome. :smile:
 
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