Through Plate Moment Connection With SHS Column
Through Plate Moment Connection With SHS Column
(OP)
I designed through plate moment connection in SCIA software attached is the design calculation, please review and suggest can I rely on the attached calculation to design this connection??
And please also suggest practically strength wise connection is safe??? Could I face any problem with this type of connection after erection?? (However I know the erection and fabrication is little difficult but just consider the strength of connection)

And please also suggest practically strength wise connection is safe??? Could I face any problem with this type of connection after erection?? (However I know the erection and fabrication is little difficult but just consider the strength of connection)







RE: Through Plate Moment Connection With SHS Column
RE: Through Plate Moment Connection With SHS Column
RE: Through Plate Moment Connection With SHS Column
but i am confuse does these type of connection practically perform correctly as we consider in the calculation , and i will divide the flange plate in to 2 plates and splice the plate center of the column because column is continues does this splice effect the design??
RE: Through Plate Moment Connection With SHS Column
Additionally, you will need steel shims between the beam top flange and the top flange plate.
RE: Through Plate Moment Connection With SHS Column
if you see the calculation summary the passing ratio is around 60 %.
any possibility to increase the more strength of the connection by increasing the plates , welding or bolts etc in the same configuration???
RE: Through Plate Moment Connection With SHS Column