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Thanks yes cantilever isn't too long. Yeh I thought so, there will be some floor loading... It's just that the corner to the end PFC is also overhanging and the back spans are only supported by the tip of the perpendicular cantilevers hence I was a bit reluctant to go with this option and...

Thanks for the response, yes I can imagine :) The cantilever span on the UC is about 1.8m with approx. 6m backspan.. Any suggestion on the connection of the UC to PFC, either as a cleat plate with bolts or end plate with bolts?

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...

Thank you all :)

Thanks for confirming Hturkak appreciate it not a problem Ill have a look over the material recommended thanks re. the structure yes first floor is suspended slab and the short side wall and one long side has double masonry. roof is just timber purlins @ 600 thanks again.

Thanks for that, i have analysis tool for this, I just want to make sure i have the correct fixity / restraints selected.

This is the only other section plans I have that's useful...

Thanks for the reply steve Ive attached a clearer image for you. Basically there is a 16mm plate base with 4m20 bolts plate CFW around on the LHS with 57x57 EA bracing also welded near the base. RHS the 150UC30 is welded to a 16mm base plate with 4-M20bolts over a 530UB92 Basically we want to...

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.