Hi,
I wanted to clarify the output for the seismic provisions joint code check in regards to continuity plate. I am unclear of what the 0.66" under "Tf Prov (in)" is indicating. Do I need a 0.66" thick continuity plate? Also, how is RAM arriving at this 0.66 number? Last question, does this output also show that doubler plates are not required? Thanks for your help.