BlackWorksInc
New member
We actually noticed that our pulling on concrete test flattened out our previous design. It was bend at more of an angle like the factory tie down to begin with, but my pictures show it to be pretty flat now. That, and we needed to round the corners and keep it narrow for the towing hitch like you guys mentioned.
We might change it to something like this. The only challenge is rounding the hole's corners for the soft shackle. Radius endmills are $80 each and we would have to interpolate them on the mill, and 1.25" diameter chamfer bits are similarly priced. Difficult to get an air belt sander in there so we might need to get a quote from a machine shop to laser this out of 1" steel and radius the edge for us. With this design though, we don't have to mess with bending 1/2" plates and a soft shackle can be used to pull straight back or from the side, and a conventional shackle can still be used straight back. It can't be bent coming down off a rock ledge or pulling straight back like our previous one did.
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I like this design and I think it'd work pretty well (particularly if you made it out of maybe .750 steel, it'd be stout as hell), though the radius on that hole would be a pain as you mentioned. Something to consider though is that all three of your designs won't be "soft-shackle" friendly unless you clean the edges up.
Realistically you wouldn't need to make a very aggressive radius or chamfer though. All you need is maybe 1~2mm of chamber along the edges of the hole and the outside edges of the bracket (at least anywhere a soft shackle would contact) to be effective there. The subtler chamfer would be easier to produce and less stressful on the tool bit (i.e. you'd only be using say a chamfer bit to "touch up" the edge of the hole vs. trying to cut a deep ramp or radius like your image shows) as well as be very minimally abrasive to a soft shackle.
This design is nice, but as you mentioned eventually it'd bend a bit under stress even if made from 1/2" steel. Realistically if you could indent the bend slightly that would reinforce the bracket significantly, but finding a place that could stamp that type of feature into your brackets would be ridiculously expensive. A small single gusset between one of the bolts would probably be enough to mitigate the stresses.
This is also a very nice design, though honestly it might be a bit overkill from a production standpoint. While I am all for overkill (loving all the designs and the sheer beefiness to them), the weakest point here is going to be the bolts specifically. So it might not need to be that gusseted, as that does end up eating into your overhead and production budget. I do the same thing sometimes, I'll over build/design something and realize that while it'd probably survive a nuclear detonation, from a cost vs. realistic use standpoint... I probably just made my idea 10 times more expensive than it needed to be.
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Keep up the great work!
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