Ya I read the same thing. If the skid won't move the way it's designed to im going with the stiffeners tooAn article i read and ice age information(from their website) says the x-brace on the flex edges will hamper the full flex of the "t-motion" system with the x-brace on..... Think i'll just put the rail stiffeners on instead........
That's a load of crap the rails don't move independently anyways and there is 6 cross shafts in the skid that don't allow them to move independently anyways
But shafts can twist, and the rails do twist, not a crazy amount but I could see the brace binding the railsThat's a load of crap the rails don't move independently anyways and there is 6 cross shafts in the skid that don't allow them to move independently anyways
But shafts can twist, and theories di twist
Put the x brace in and no more t motion twist - articulation
What the phuck did you say
Used wife's phone, the auto correct is brutal, and quick posted it and never looked back to see if rightWhat the phuck did you say
I think he has Twisted Tea on the brain Sean.....LOL!
Think you have to give us a clear language version Tex... Ha Ha!
I do not think the brace should effect the skid articulation either. Just added strength between the rails.
Would it not be like adding an extra shaft between rails?
I would think that it would just stop lateral flexing on a single rail and help disperse the stresses between the two?
Not 100% sure! Just a theory. I am sure some young or old engineers on te site can add some insite...