Quote:
Originally Posted by sdcantrell56
I always wondered if you and RC were going to get called out on those mounts. Based off of never having issues with them I'll definitely be adapting something like that if it fits with our design. Nothing simpler.
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Called out? It met every requirement of the rules.
Visually they looked weak, but that's only to someone who can't do simple engineering calculations. Even factoring in possible buckling they could take over a thousand pounds of force per mount, and there were several per side.