B00mb00m
The Church of Cutting Brakes of Atlas-Front Digs
Supporting Member
Ride of the Month Winner
I get it, but the only time we actually have a shear plane is when the connection fails. I'd prefer to keep the connection viable by maintaining the bolt tension. The constant hammering of the bolt to the insides of the mounting holes would destroy the mount in a few miles.
Sounds like its one of those things that just works in practice.
To put some numbers behind this, if we're using a 1/2-20 bolt, grade 8, torqued up to 90 ft-lbs (plated), makes a clamp load of 18,000 lbs. Mu of roughly .15 for a plated steel (source) gives the ability to react roughly 2700 lbs at each friction surface, which is more than 1/4 of our vehicle weight but not by a huge margin when you include dynamic factors. It makes me think you probably do see some movement from the bolt in the clevis under big loads since we don't really prep those surfaces to keep lubricant or paint out and at some points and under deflections the bolt carries the shear load as well.
If the bolt were designed to carry the shear load entirely the clevis to bolt fit would be designed to be as close to 0 backlash as possible and you would probably see bushings used.
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