Started by Medeek, March 12, 2013, 06:33:08 AM
0 Members and 1 Guest are viewing this topic.
Quote from: Medeek on December 11, 2015, 08:46:14 PMThe problem with I-joists is the bevel cuts are more difficult since it requires more operations to model, but I think I can do it. The outlookers at the gable ends would need to notch around the top flange of the I-joist.
Quote from: Don_P on December 13, 2015, 07:58:32 AMThis one has been nagging in the back of my mind, the CO designers would be a better resource. As the outlooker is loaded outboard, wind down or unbalanced snow, if it is notched around the flange does it put an unallowable tension on the flange/web connection?