Say what? Can you phrase that in terms than even an ex brewery worker can understand?So I ran some quick ballpark numbers to try and rationalize why the CF bolts seem to be split between guys who break them and guys who are confident in them.
The bending moment at the base of the bolt is your weight (plus any bouncing load) * the exposed length 3 5/8 in
The polar moment of inertia of a 3/8 in cylinder/circle is pi/4*(3/16)^4 = 0.001 in^4
The cross sectional area is around .1in^2
The flexure formula for bending force gives bending force Fb=M*r/I, for the case of a tip load, supported as either a perfect cantilever from the tree, or supported at 2 points (the deepest part of hole, and the outside of the hole)
For a 200 pound person/load at the tip that is 140 KSI.
The rockwest carbon has a compressive strength of 270 ksi. so load it roughly double on a bounce, and it gets into "failure" territory.
Grade 8 bolts have a rated tensile strength of 150ksi and yield strength of 130ksi and proof load of 120ksi - but we don't hear much about people bending their grade 8 bolts? In principle you should be able to bend them by standing on the ends, with maybe a slight bounce. Why is that? Is it because the rating on bolts is NOT a material rating, but a fastener rating (and there is less material, more stress concentrations, etc. in the threaded area of the bolt when used as such...so the actual material in the unthreaded portion is a bit stronger)? Or is it because the carbon is so darn rigid (but wouldn't the tree likely give more anyway?)
Or do people bend their bolts, not break them, and just shrug it off because the failure mode is much more benign?
https://gwcomposites.com/carbon-rods/ (and https://www.tapplastics.com/uploads/pdf/Pultruded_Carbon_Rods__Tubes.pdf )
These guys list shear strength for a sililar product that's a lot lower (as expected for unidirectional carbon) - a spec that rockwest doesn't guve - but still for an area of 6 KSI, so say a 600 pound breaking load, or still a bigger safety factor than the bending load (on the bright side it seems like tip loading is potentially only 50% worse than just standing on them...)
Disclaimer - I haven't really done much of any solid mechanics calculations in probably 15 years.
What's the bottom line? Carbon is better than we give it credit for and grade 8 is not as good as we think???
I love my grade 8 bolts. I'd really like carbon. I'm probably 185 or 190 with gear. Im betting carbon would be fine, but as said earlier, it only takes 1 break.