Structural Analysis: Buckling Length - A general Formula for the Buckling Length - Messages
#1 Posted: 10/28/2023 8:45:53 PM
Hi Everyone,
Recently I received some help in the Forum for a compact writing of a formula:
https://en.smath.com/forum/yaf_postst23760_Long-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
Any suggestions or critics are welcomed.
Regards,
Ioan
Recently I received some help in the Forum for a compact writing of a formula:
https://en.smath.com/forum/yaf_postst23760_Long-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
Any suggestions or critics are welcomed.
Regards,
Ioan
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 liked this post
-
New Posts
-
No New Posts