Split ring Truss connector load rating
Does anyone know of a web site where I can find more information on load rating trusses constructed with split ring connectors?
I’m trying to work up load ratings for finished attics, that have large trusses madeof 6X8 douglas fir, and have the joints made of of plates and the split ring connectors.
These building were constructed in the 1930s by the CCCs, and had storage lofts as an option in thier construction. Unfortunately, the as-built drawings, and loading calculations for these load bearing trusses have not survived through to today.