Lateral Torsional Buckling of Symmetric section I

In this video, you will learn:
1. Reason of lateral-torsional buckling
2. Critical moment
3. Different terms in the critical moment
4. The Indian Standard for Lateral torsional buckling
You can download the lecture notes on the link below:
drive.google.c...

[@Fshah1]

hi, Please advise me what is the concept of buckling length.
if I am using UC 203-203X46 Kg/m, with a length of 5000 mm resting on 225 mm brick wall under M.S steel plate OR concrete pad. I understand that in my case Effective buckling length is = 1.2L+2D= (1.2x5+2x0.203)) = 6.406 m. Please confirm?
Thanks

[@GuruprakashAcademy]

yes this will the effective lenght. Please also check the code is there clause related to thickness of brick wall.