Is it well analyzed? Doubt about a bar: tension/compresion

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Discussion Overview

The discussion revolves around calculating the force P at which a bar begins to yield, specifically in a system involving three bars under load. Participants explore the application of equilibrium equations and Hooke's Law in determining the forces in each bar, as well as the implications of yielding on the state of tension and compression in the bars.

Discussion Character

  • Homework-related
  • Mathematical reasoning
  • Technical explanation
  • Conceptual clarification

Main Points Raised

  • The initial calculations provided by the first participant suggest that the first bar to reach yield stress is CF, with a calculated force P of 215,295.54 N.
  • Further calculations indicate that when two bars (BE and CF) are at yield stress, the equilibrium equations lead to a different value for P, specifically 243,605.30 N, which raises questions about the state of bar AD transitioning from tension to compression.
  • One participant requests clarification on the derivation of the equation 2[Δ[/AD] - 3[Δ][/BE] + [Δ][/AC]= 0, indicating a need for further explanation of the underlying principles.
  • Another participant introduces the concept of similar triangles to explain the relationship between the deformations of the bars, suggesting a geometric compatibility condition.
  • Several participants express confusion regarding the term Δ, with requests for clarification and visual aids to enhance understanding.
  • A later reply acknowledges a potential typo regarding ΔAC, indicating that participants are actively engaging in refining the initial statements and calculations.
  • There is a request for a demonstration of how Hooke's Law was applied to derive the forces in the bars, highlighting the need for a clearer explanation of the mathematical approach used.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the correctness of the calculations or the implications for the state of the bars. There are multiple competing views regarding the equations used and the interpretation of the results, particularly concerning the transition of bar AD from tension to compression.

Contextual Notes

Participants express uncertainty about the definitions and implications of certain variables, particularly Δ, and there are indications of potential typos in the equations presented. The discussion remains focused on clarifying these aspects without resolving the overall problem.

Queren Suriano
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Homework Statement


upload_2015-4-23_0-6-37.png


Calcular the force P when a bar starts yield, when 2 bars start yield, and when the 3 bars start yield
Diameter = 25 mm (for every bar), Yield Stress of Steel = 250 MPa.

Homework Equations

The Attempt at a Solution


[/B]
[F][/AD] + [F][/BE] + [F][/CF] = P

2[Δ[/AD] - 3[Δ][/BE] + [Δ][/AC]= 0

I calculate first what happened when the 3 bars were in elastic zone, with the Hooke law I obtain:

[F][/AD]= 0.14P
[F][/BE]= 0.29 P
[F][/CF] = 0.57P

So the firs bar in reach yield stress is CF.

0.57P = [σ][/y] * A => P=215, 295.54 NWhen the 2 bars (BE and CF) are with the yield stress, [F][/BE]=[F][/CF]

From equations of equilibrium, sumatory of moments in C:

0.4P = 1.2 [F][/AD] + 0.8 [F][/BE]

and I know from the eq (1) [F][/AB] + [F][/BE] + [F][/CF] = P, so 2[F][/BE] + [F][/AD]= P. Solving this 2 eq. I obtain P=243, 605.30 N and [F][/AD]= -1831.62 N ...So I don't know if this answer is correct, because it says that the bar AD now is in compresion, when before it was in tension
 
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Can you explain how you got this equation?
2[Δ[/AD] - 3[Δ][/BE] + [Δ][/AC]= 0
 
From semejant triangles, ( delta AD - delta BE) / 0.4 = (delta AD- delta CF) /1.2. Is the C.G.D compatibility geometry of deformation
 
What is Δ? Maybe a picture would help.
 
Last edited by a moderator:
paisiello2 said:
What is Δ? Maybe a picture would help.
paisiello2 said:
What is Δ? Maybe a picture would help.
upload_2015-4-23_7-37-51.png
 
OK, I see now. The ΔAC was a typo then.

Can you show how you used Hooke's Law to get the forces?
 

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