![]() Thrust in a Raised Rafter Tie Building code limits the tie to the lower third of the distance between the plate and ridge Consult IRC Table R802.5.1 for rafter span adjustment factors for rafter sizing with raised ties W= Load on rafter (L x rafter spacing x roof design load) H= Height of ridge above plate h= distance between tie and ridge T= Tie force (W/2 x H/h x run/rise) |