Mar 8, 2025 #1 XR250 Structural Joined Jan 30, 2013 Messages 6,184 Location US Is this a bad idea or do I just use the NDS end grain factor? Have a contractor supporting one flange of a hanger by nailing into the end of an LVL.
Is this a bad idea or do I just use the NDS end grain factor? Have a contractor supporting one flange of a hanger by nailing into the end of an LVL.
Mar 8, 2025 #2 jerseyshore Structural Joined May 14, 2015 Messages 957 Location US XR250 said: Is this a bad idea or do I just use the NDS end grain factor? Have a contractor supporting one flange of a hanger by nailing into the end of an LVL. Click to expand... I avoid end grain nailing always, but especially in LVL's. Too easy to separate the wood from what I've seen. Can you use a top flange hanger instead? Upvote 1 Downvote
XR250 said: Is this a bad idea or do I just use the NDS end grain factor? Have a contractor supporting one flange of a hanger by nailing into the end of an LVL. Click to expand... I avoid end grain nailing always, but especially in LVL's. Too easy to separate the wood from what I've seen. Can you use a top flange hanger instead?
Mar 8, 2025 #3 Flotsam7018 Structural Joined Mar 13, 2021 Messages 153 Location US Most of us rely on end nails for some things such as typical stud to wall plate, header to king stud, etc. But yeah, I don't rely on them for gravity loads. Upvote 0 Downvote
Most of us rely on end nails for some things such as typical stud to wall plate, header to king stud, etc. But yeah, I don't rely on them for gravity loads.
Mar 10, 2025 Thread starter #4 XR250 Structural Joined Jan 30, 2013 Messages 6,184 Location US Thanks for the info Upvote 0 Downvote