without any training and support, than we cannot expect CAD users to truly understand it without any help.
Only the last 4-5 months I suppose that I have worked out the "impulse meter" as you describe it.
A cam follower on a spline can rotate a lot without a constant enough contact (at restitution 0?) to be registered in a force meter.
I hunted down a "conversion" factor that might correct for extended issues but without an opinion of it's value as I applied it, I skip it for now.
Now, if you or someone had mentioned this and perhaps a few other aspects in the beginning it might get a better rap.
Too many broken links in the provided help files right where I wanted to dig deeper (note I do NOT have/use fea).
Graphs must have Y axes scales reset after a save and reopen and occasionally other times that make it a pain, that would seem a simple fix.
I'm coming up to speed after all these years "winging it". I figured that paid support is bread and butter so a lot doesn't get thrown out there.
It is my only "lifeline" with the features at nearly no cost; except for maybe a $90,0000+ learning curve if on salary.
Figuring out "reaction torque" was an original question I submitted without knowing how to ask the question - total newbie.
If the totally useless (and rather pompous I thought) reply had an emoticon it would have been an :roll:, maybe even meant as a .
.I.. off.
Now I have a separate flywheel on an axle driven by a belt constraint.
To understand the torque and prevent pulsing or runaway rotation that leads to sim fails when the steps cannot be maintained I setup high friction on the axle/flywheel and use a special RPM Limiter.
(The 775,000 number is so far an anomaly at startup)
It (appears) to be a good combo and I will eventually have "friction" turn off itself when RPM limit is running so adding the results isn't needed.
It is here I would have added the "intermittent" value if I were not past the need (mostly) for evaluating results (I may have to reevaluate that need but I am in deep already).
I eventually have a project to take up with an engineer like Lew or even Lew and it isn't good that there is any doubt about results I might present.
I don't have the engineering credentials or math background to independently counter any scoffing of a study.
If it is wrong...
Other than that I give the experience a "slow clap" but improving.