StevoandaRedK5
1/2 ton status
Well I just broke down and spent the last couple of hours reading all 84 pages of awesomeness. I have got to say that you have some amazing fab skills. Can't wait to see the "finished" product roll out


I'm trying to be pretty diligent labor-wise.. It all boils down to how long it's gonna take me to raise another 5 g's or so to buy the rest of what I need... I'm shooting for Labor Day.... 
Man I just scanned over your entire build again and I have got to say that this rig is going to be the poopy. I would be afraid to drive it! It is way to nice! BTW: Let me know how that bender works out as I am in the market. How much did it cost?








amazing how much smoothin it needed once i started...
plus the drivetrain will be shot in the same orange, so a little more "standard chevy orange" will be best..

155' of joy.....
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egggggcellent question!
They are both 18-8 stainless.. 70,000 psi... little less than a grade 5 iirc...
that being said, I wasn't concerned... neither app imo, has much of a chance of failing.. the fairlead moreso than the skid, maybe in some extreme, side-pull kinda situation...
I did up the fairlead mounts from 7/16 to the 1/2"ers tho by enlarging the holes, just to be a little beefier...
it was worth the risk to me to go stainless with how they are going to be unpainted..
and as for cap screw vs hexhead strength, not sure there'd be a dif.. the bolt is the same size, and the flange part of a hex head is actually less mating surface than the cap screw.. dun know...![]()