I had planned to double them up to get to 1/2", but I don't have a drill press so I'd have to use the one at work....and we aren't going into the office very much right now. With a trip coming up I decided to wait, and I'll just grind those sections and weld the extra on, and re-paint again.
but I started doing some research trying to figure out what the actual strength was of those 1/4" tabs, and I'd love some input from some of you on this.
So the yield strength of A36 was around 36,000 psi (tensile was like 58000 psi I think) and if I figure the cross section for those mounts (at the smallest width down near the "point" of the mount (0.25 x 1 = 0.25") Take a 12000 lb load (double the truck weight) and divide it by that cross section (0.25) and I get 48,000 psi of force on the mounts.
In reality I wouldn't be pulling against double the truck weight without being down to the frame in mud and pulling up a hill I would think right? I got some good info from this site on that
https://blog.uscargocontrol.com/extr...stuck-vehicle/
Then, when you think about it more, I'd be rigging a bridle so both points were attached....so that pull force is then halved, so you are at 24,000 psi.
I know everyone likes to over build on stuff like this, and I get it. I know that if the pull isn't exactly straight these could get bent, but other than the bending how are these unsafe? I'm not arguing I'm asking for input from people who know a lot better than me.