Thanks everyone for the help. Will certainly be looking to remediation options. I believe XR250 may have the most straight forward approach at this time.
@Steveh49
Ya, that is what I am leaning towards. Not worth the risk on my end.
Something like 40 connections done this way throughout the project. Not ideal. Would have saved them lots of money to just ask me ahead of time if it was ok.
Thanks!
Hello
This is my first post here so my apologies if my etiquette is not correct.
Location: Canada
Beam Sizes: W8x31
Connection location: T-intersection of two steel beams. Both beams at same elevation.
Proposed Connection: Single Angle bolted connection through the web of the beam. Angle...
