Made a hydraulic top link extension

   / Made a hydraulic top link extension #21  
Except in transport, the toplink deals mostly with compression force. However, if transporting a heavy rotary cutter, your comment is absolutely valid.

whether the top link is in compression or tension the load on the welds is the same - it's a shear load perpendicular to the weld group. since the load is centered about the weld group it doesn't really make much of a difference. there is a slight angular component to the load, since the top link isn't going to be dead perpendicular at all times, but asuming the load is perpendicular the 1/4" overlap isn't much of an issue.

if you had that same 5" long group of welds but the top link attached a few inches above the welds then the difference between the 1/4" overlap and 1" or 2" would become very significant, but as long as the load is centered about the welds then it isn't.
 
   / Made a hydraulic top link extension #22  
you've altered you 3pt geometry by a fair amount by moving the pivot point back those inches. Has it caused any problems for you?
 
   / Made a hydraulic top link extension
  • Thread Starter
#23  
you've altered you 3pt geometry by a fair amount by moving the pivot point back those inches. Has it caused any problems for you?

Not in the least bit. I wandered what it would do, but I can't seem to find any difference other than when the draft arms are all the way down, the top link doesn't hit the PTO shield now.
 
   / Made a hydraulic top link extension
  • Thread Starter
#24  
whether the top link is in compression or tension the load on the welds is the same - it's a shear load perpendicular to the weld group. since the load is centered about the weld group it doesn't really make much of a difference. there is a slight angular component to the load, since the top link isn't going to be dead perpendicular at all times, but asuming the load is perpendicular the 1/4" overlap isn't much of an issue.

if you had that same 5" long group of welds but the top link attached a few inches above the welds then the difference between the 1/4" overlap and 1" or 2" would become very significant, but as long as the load is centered about the welds then it isn't.

Thanks! That was a mouthful. :thumbsup:
 

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