ToadJones
Structural
- Jan 14, 2010
- 2,299
This is a very general question and I suspect I'll be lambasted here, but, no risk, no reward....
The commentary of section F.12 of AISC 360-05 mentions that a designer can determine the elastic buckling stress for an unsymmetrical shape by using finite element analysis.
Is there anyone out there that explain how one might go about doing this...even very generally?
The commentary of section F.12 of AISC 360-05 mentions that a designer can determine the elastic buckling stress for an unsymmetrical shape by using finite element analysis.
Is there anyone out there that explain how one might go about doing this...even very generally?