Design -- horizontal I-beam with center loading....

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Discussion Overview

The discussion revolves around the analysis of a horizontally placed I-beam subjected to a center point load of 1 ton. Participants explore how to determine whether the calculated deflection of the beam, obtained through both analytical methods and simulation in ANSYS, is acceptable within engineering standards.

Discussion Character

  • Technical explanation, Debate/contested, Conceptual clarification

Main Points Raised

  • One participant seeks to understand how to evaluate the significance of the deflection value obtained from stress analysis.
  • Another participant notes that the deflection can be calculated analytically and provides a reference to a Wikipedia page on deflection.
  • A participant reiterates the concern about assessing whether the deflection value is "good or bad."
  • It is suggested that if the simulation results align with analytical solutions, this could indicate a valid outcome.
  • One participant mentions that while they can validate the deflection values, it does not inherently indicate whether the deflection is acceptable for the beam.
  • Another participant states that I-beams are typically used in scenarios where minimal deflection is permissible, citing a common limit of 0.33% of the beam length between supports as a guideline.
  • There is a mention of code requirements for maximum deflection in structural engineering, emphasizing the role of engineering judgment in determining acceptable deflection for specific applications.
  • A participant requests the source of the 0.33% deflection limit mentioned.

Areas of Agreement / Disagreement

Participants express differing views on how to assess the acceptability of deflection values, with some suggesting reliance on analytical validation and others emphasizing the importance of engineering judgment and code requirements. The discussion remains unresolved regarding specific standards for acceptable deflection.

Contextual Notes

Limitations include the lack of specific code references or detailed criteria for acceptable deflection in various applications, as well as the dependence on engineering judgment which may vary by context.

Shady99
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I have an i-beam placed horizontally and i want to apply 1 ton point load on its center. Now i will run a stress analysis on ansys on it and will get the displacement in the beam on the mentioned load. How will i know tht the displacement value i am getting is good or bad?
 
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Yes it is. But i am asking tht when i find the deflection. How would i know that the deflection value is good or bad?
 
Shady99 said:
Yes it is. But i am asking tht when i find the deflection. How would i know that the deflection value is good or bad?
If your simulation result agrees with an analytic solution then it's good.
 
Thts alrite. I find deflection analytically and thru ansys and both values validate each other. But tht wud not be the measure tht specific amount of deflection is good for the beam or not ?
 
I beams are generally used in applications where only very small deflections are acceptable .

0.33% of beam length between supports is a commonly used limit for general engineering .

There are code requirements for maximum deflection of beams used in structural engineering .

Really though it is a matter of engineering judgement - what deflection is acceptable for your application ?

In any case I strongly advise you to get a qualified engineer to validate your design .
 
“0.33 % of beam length”.can you please tell me the source of this info?
 

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