What would be considered to pass shear test , the pegged/ brace itself , or the sheathing ? Also are there different code requirements for agr. buildings? Many old frames are converted for homes and almost all around here use compression braces exclusivly. As I posted earlier we only find it pegged braces in commercial type buildings. My opion is pegs for barns are redundent as nh outlined. But if thats whats required to pass code it would be good to know.