Thank you for your help.
-Human909, I had tried to search related topic but so far had no luck finding buckling related posts.
-mrlm, Put seismic aside, why does 'simplified wall' method in section 11 have so much higher axial compression capacity when it fails in buckling easily already when it...
Hello.
I am working on walls that are 4.4m in height. I try 200mm thick and designed them as columns and some of them fail in buckling already. However, if I design it as simplified wall, the slenderness is less than 30 so I work out the PhiNu and it pass easily.
May I ask why there is such a...