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Moment Connection With SHS Column

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.

RE: Moment Connection With SHS Column

pl splices should be full penetration welds......

RE: Moment Connection With SHS Column

(OP)
what about local buckling on SHS wall due to discontinuity of the down side's member ??

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