Designing of welded intermediate connectors for double angles and so
Designing of welded intermediate connectors for double angles and so
(OP)
Any ideas or recommendations on designing the weld size and length of the intermediate connectors on double angles or any other built up member?.
AISC specs states the requiered spacing, but there is nothing about calculating the shear that intermediate connectors welding will suffer due to built-up member buckling.
Thanks!
AISC specs states the requiered spacing, but there is nothing about calculating the shear that intermediate connectors welding will suffer due to built-up member buckling.
Thanks!






RE: Designing of welded intermediate connectors for double angles and so
Again, I haven't looked too deeply into this, but it seems like it would be insignificant for compression behavior.
RE: Designing of welded intermediate connectors for double angles and so
RE: Designing of welded intermediate connectors for double angles and so
RE: Designing of welded intermediate connectors for double angles and so
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.