brhorne
Structural
- Nov 8, 2004
- 1
I have a condition where there are several connections that are single plate and fabricated, but are not strong enough. They need to be double angle connections. I think they should burn of the plate and install the new double angle connections. The contractor has asked if they can leave the single plate in the double angle connection. I think the resulting connection would be unpredictable. Is there any literature out there that would steer me in the right direction?