Hi
I just wanted to just some advise on designing a steel cantilever beam which has the backspan picked up by two other steel cantilever beams which are perpendicular?
I basically want to know if there would be any issuing which this layout?
Currently I have two Cantilevered UC beams...
HI
I was wondering if anyone could help with verifying the typical fixity / restraints that would be used in comp analysis for a portal frame attached image? I have highlighted the areas questioned.
Any assistance will be appreciated. Thank you.
