I had CST busy running another project (something that actually MAKES money), so I decided to play with the Sim tools in SolidWorks, when I had a few free minutes. They're actually much simpler to set up.
On a side note, SolidWorks now has a Makers edition for < $10/month (I think it's $99/year), so you guys may want to check it out for any implement design work you have. Just verify it has the Static simulation tool before buying, as I did this in the Pro version of the product.
Anyway, I was worried that my rather light connections planned between the JDQA adapters and the existing fork frame would be too weak, but it appears that the stresses are all pretty low there. Shown here with 2000 lb. evenly distributed on the forks:
![1672516455283.png 1672516455283.png](https://www.tractorbynet.com/forums/data/attachments/676/676908-170441ef008d47c636cb0f718820dba6.jpg)
(click for full size image)
You can see the stress peaks are all within the existing (factory build Titan Attachments) fork frame, not on any of the components I'm adding for the JDQA. Yes, it's showing 55 ksi at some of the welds on the fork frame itself (Titan's part), which is beyond the yield strength of most steel tubing, but that's really only because I didn't bother to really model the added thickness created by weld beads. The actual stress within my components is all < 10 ksi.
In terms of deflection, again my added JDQA brackets and mounts are not flexing in any measureable way, at 2000 lb. Tip of forks move 0.7 inches, but I re-scaled to 0.2 inch maximum, to get better resolution back at the frame, where I was trying to detect flex of the JDQA bracket mounts:
So, the JDQA mount part of the design looks good to go. Thumb analysis, next. Maybe after that, if I have time to kill this evening, I might circle back and learn how to model the welds at those high-stress joints.