bookowski
Structural
- Aug 29, 2010
- 968
Can anyone point me to a good spreadsheet (already checked steeltools) or fully worked example from which I can build an xls for a welded rectangular HSS-HSS moment connection per Ch K of AISC. The width of the beam and column are either matching or close in width (varies). This is a cantilever balcony HSS welded to an HSS column, without any diaphragm plates or reinforcement at the connection. I can't change these shapes, the choice of hss is not in my control, I'm only looking at verifying the connection.