KL=E

Chillmix   BBA Trim 5

Figured I start writing some notes on my knowledge in Structural Engineering in the different places.

Maybe save this post for later or something like that.

I wasn't planning on sharing, but here we go.

So...

KL, (first of all I, K).

Ass flat as one.

And, also for the Euler's Length is also a value that can be under 1 for supports where there's energy release, or then be higher than 1 for fixed supports alike.

Column lengths don't necessarily need to be a measure of 1 to 1.

It just indicates the %needword% of the length of the member due to the strength of the connection (and likely originally of the materials used).