Boiler106
Structural
- May 9, 2014
- 211
I have a single story warehouse with precast insulated wall panels and a joist/joist girder system in the US.
Im looking for insight on developing the connection to the panels acting as shearwalls, but otherwise non-load bearing.
My joist spans immediately adjacent to wall are 75 feet long which leads to large deflections.
If you have experience with these structures, is it common to connect with a slotted connection in the perimeter edge angle? Is their a detail you could share?
Should we limit deflection in the joist along the wall to a small amount, rather than L/240?
Im looking for insight on developing the connection to the panels acting as shearwalls, but otherwise non-load bearing.
My joist spans immediately adjacent to wall are 75 feet long which leads to large deflections.
If you have experience with these structures, is it common to connect with a slotted connection in the perimeter edge angle? Is their a detail you could share?
Should we limit deflection in the joist along the wall to a small amount, rather than L/240?