how pro/e intrerprets bearing loads
how pro/e intrerprets bearing loads
(OP)
hi ,
i have a problem of how pro/e is intrepreting the bearing loads. Can anyone help me out.
i will give a brief explination of the problem.
i have a rod with 3 holes at the the bottom at 120 degrees apart. i have to apply a load of 337.5 on the whole structure which is distributed on to the 3 holes. So i applied 112.5 as bearing load on each hole. And when i apply 337.5 by seleting all the 3 holes at a time, the stress are 3 times to what i got when applyng 112.5 on each hole.
So i confused which one is right and how pro/e is considering bearing loads.
PLease help me out , i am stuck!
thanks
Sarita
i have a problem of how pro/e is intrepreting the bearing loads. Can anyone help me out.
i will give a brief explination of the problem.
i have a rod with 3 holes at the the bottom at 120 degrees apart. i have to apply a load of 337.5 on the whole structure which is distributed on to the 3 holes. So i applied 112.5 as bearing load on each hole. And when i apply 337.5 by seleting all the 3 holes at a time, the stress are 3 times to what i got when applyng 112.5 on each hole.
So i confused which one is right and how pro/e is considering bearing loads.
PLease help me out , i am stuck!
thanks
Sarita





RE: how pro/e intrerprets bearing loads
Is the rod bolted to another surface with the help of bolts going through these holes ?
RE: how pro/e intrerprets bearing loads
Before you conducted any analyze try to check you “total load at point”. It means check the Loads->RevTotLoad and followed the instructions. I think that your first method is correct i.e. 1/3 of load on each hole.
Ciao