Question:
How much weight can a 3/4" x 8" lag bolt hold when drilled in half way? What about other lengths and thickness, and percent drilled in? Is there some sort of formula to calculate?
Optional Background:
I'm planning on building a modest treehouse, on a tree whose trunk is oblong and whose long sides are probably not exactly parallel to each other. Because of this, I had the idea where instead of using lag bolts to screw in the joists on those oblong sides, I want to screw the lag bolts independently into the tree, and have the joists sit on top of them. This way I could have a perfectly square floor even if the sides of the tree are not parallel – it gives me some flexibility. It's a similar idea to a TAB (Treehouse Attachment Bolt), but a much cheaper version, as TABS can cost from $200 – $400 each! I want to make sure the bolts can hold enough weight when screwed in partially. Here's a screenshot of a similar plan where they're using TABs (highlighted in the screenshot – I will be using lag bolts instead of TABs – and I'll probably have 2 on each side):
Best Answer
It's not just about weight but where and how that weight is applied. In your case, it would seem that the how is purely vertical, that is, no tension and applied to the perpendicular grain of the tree. The where is still open. Where on the bolt is the load applied? The further it is away the less it can carry, and the design problem changes from purely shear to a moment (tension / compression) situation.
There is far too much math and variables to answer this question yet. You need to lower the variables first, aka settle on a design and work out some of the details first
Yes, many of them but these are outside the scope of this website
The description and everything else aside, this all comes down to loads and resistance based on things like material properties and the specifics of your design. Since you yourself are not sure about the details then it's not possible to answer this question yet
In general, lag screws (they are -not- bolts) can be used in place of the tree house bolts as there is little fundamental difference between them and the tree house bolts other than dimensions and maybe steel properties (but that probably may not control design).
But to specifically answer your question, you'd have to hire an engineer, sorry