Moment Connection With SHS Column
Moment Connection With SHS Column
(OP)
Please see the below moment connection and suggest the scheme will work under the moment without any issue?? (However I know the fabrication is quite difficult)
Can I use design guide 24 example 4.2 as an example to design this connection however in my case 3 beams are connecting with SHS column (however down side beam is not carrying any load it is just bracing member) , discontinuity of the beam will devolve any local buckling issue???
Your suggestion in this regard will highly be appreciated.

Can I use design guide 24 example 4.2 as an example to design this connection however in my case 3 beams are connecting with SHS column (however down side beam is not carrying any load it is just bracing member) , discontinuity of the beam will devolve any local buckling issue???
Your suggestion in this regard will highly be appreciated.







RE: Moment Connection With SHS Column
RE: Moment Connection With SHS Column