Corner Gusset Effects
Corner Gusset Effects
(OP)
In the scenario shown (follow link below), is there a simple way to determine how the gusset affects the load path. Assume that both angles are 45º (or it would be nice to know for any angle really). How do I determine how much of a internal moment there now is at the top of the vertical beam, since some of the load will go through the gusset.

Thanks for your help!

Thanks for your help!






RE: Corner Gusset Effects
The gusset is likely the stiffest load path, therefore that's the direction it will choose.
RE: Corner Gusset Effects
the beam carries the load in bending until it meets the gusset. Then the diagonal of the gusset would take the load, implying loads in the other sides of the gusset. eventually the load arrives at the (two?) reaction points ...
another day in paradise, or is paradise one day closer ?
RE: Corner Gusset Effects
EDIT: My only support location was having the end of the beam (running horizontally) "fixed" on the left hand side.
RE: Corner Gusset Effects
BA
RE: Corner Gusset Effects
best regards
Klaus