Vipin Satheesh
Structural
- Oct 22, 2017
- 4
Attached is the staad model of a cladding support I have been designing. I cant seem to shake off the failure of two members due to H3-6(combined torsion and flexure).
I have tried releasing moment as well as providing braces and changing member size.
Please can anyone look into it and find a solution.
I have tried releasing moment as well as providing braces and changing member size.
Please can anyone look into it and find a solution.