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Structural Analysis: Buckling Length
  Rank: Advanced Member Groups: Registered
Joined: 23/12/2012(UTC) Posts: 96  Was thanked: 171 time(s) in 134 post(s)
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Hi Everyone,
Recently I received some help in the Forum for a compact writing of a formula:
https://en.smath.com/for...ong-Formula-Writing.aspx
The problem behind this formula could be helpful for many structural engineers, to obtain the buckling length of a member having known ends restraints.
I mention that this formula cover both "say and non sway" buckling cases.
The backgrounds of the formula are obtained from a very interesting German book:
I put the application in the appended file:
 Buckling Length.sm (1,624kb) downloaded 77 time(s).
Any suggestions or critics are welcomed.
Regards,
Ioan
Edited by user 29 October 2023 05:45:26(UTC)
| Reason: Not specified |
Do to others as you would like them to do to you!
Knowledge is of no value unless you put it into practice - Chekhov |
 3 users thanked ioan92 for this useful post.
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on 29/10/2023(UTC), on 29/10/2023(UTC), on 29/10/2023(UTC)
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Structural Analysis: Buckling Length
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