Offset Skewed Shear Tab on Column Flange
Offset Skewed Shear Tab on Column Flange
(OP)
I have a condition where I would like to connect a skewed beam into the column flange with a single shear plate connection. The only problem is that the center line of the beam is on the center line of the column so where it contacts the flange will actually be offset from the center of the flange. How do I consider the offset of the shear plate on the flange? Is there a better way to handle this condition? Hopefully the attached picture will help clarify what I am asking. Thank you.






RE: Offset Skewed Shear Tab on Column Flange
RE: Offset Skewed Shear Tab on Column Flange
1) use an obtuse angle bent plate angle rather than a single plate. Three sided welding.
2) for a shear only connection, local bending effects on the column flange seem to typically get ignored.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Offset Skewed Shear Tab on Column Flange
KootK, I like the idea of a single obtuse bent plate welded to the flange of the column. I was considering that as well as an angle seat for some other options for this condition. Now that I think about it there are going to be several other advantages with your suggestion. Thanks again.
RE: Offset Skewed Shear Tab on Column Flange
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Offset Skewed Shear Tab on Column Flange
Dave
Thaidavid
RE: Offset Skewed Shear Tab on Column Flange
RE: Offset Skewed Shear Tab on Column Flange