Statics project involving shear & moment diagram of a control arm

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SUMMARY

This discussion focuses on analyzing internal loads, specifically shear and moment diagrams, for a control arm in a statics project. The participants emphasize the importance of considering the reaction force vector at the pivot and the alignment of sections A and B when creating the diagrams. The consensus is that generating separate moment diagrams for each section of the control arm is valid and will yield consistent results. Reference material from the LibreTexts website is provided for further clarification on the topic.

PREREQUISITES
  • Understanding of Free Body Diagrams (FBD)
  • Knowledge of shear and moment diagrams
  • Familiarity with statically determinate structures
  • Basic principles of mechanics of materials
NEXT STEPS
  • Study the process of creating Free Body Diagrams for complex structures
  • Learn about the relationship between distributed loads, shear forces, and bending moments
  • Explore examples of shear and moment diagrams for various beam configurations
  • Review the material on statically determinate structures available at LibreTexts
USEFUL FOR

Students and professionals in mechanical engineering, particularly those involved in structural analysis and design, will benefit from this discussion. It is especially relevant for individuals working on projects involving shear and moment diagrams in statically determinate systems.

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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