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Recent content by kranmeste

  1. kranmeste

    Casted Lifting Hooks?

    Hi all, thanks for your swift and very good replies. I have become more convinced (searched google heavily today) that casted hooks cannot be used for reasons that you have all mentioned, and especially because of the porosity that will happen due to air cooling of the casted part. I think...
  2. kranmeste

    Casted Lifting Hooks?

    Hi all, I have a task to design a specific lifting hook, and the total quantity we need per year is 20pcs. Now to the specifics. Many of the lifting hooks that are purchased as standard parts from various manufacturers like Crossby, ELD etc etc, are all forged parts. They very often comply to...
  3. kranmeste

    Assigning Diameter as Datum Help

    Hi, First of all i use Creo 2, but i remember vaquely that the process should be similar. Please do not hold that against me if below does not work :-). To make the outer diameter the datum plane, i create a plane that is tangent to outer diameter surface. Then for the newly created plane i...
  4. kranmeste

    Creo 4.0 release date???

    Hi, Roadmap from PTC states that datacode F000 for Creo Parametric 4.0 is estimated for November 2016. Regards
  5. kranmeste

    Workbench - Variable beam cross section

    Hi, To my knowledge the cross section can only be prismatic when using beam elements in Workbench. So if i were to make a beam with varying cross section i would divide the total length of the beam into minor divisions and then adjust the cross section for each division. So the beam would look...
  6. kranmeste

    Workbench - Variable beam cross section

    Hi there, when i do beams of varying X-section i create sketches of the specific X-section dimensions at differet planes. Then i select the "Skin/Loft" option. Then i Ctrl + select the specific sketches in the Tree Outline and generate. See attached picture. Regards...
  7. kranmeste

    How to perform FEA with GAP contact?

    Hi Henry, You write that the parts interpenetrate eachother during the FEA. This indicates to me that you are using either Bonded or Free Interfaces. You should use Contact Interfaces instead. Using this interface, Creo recognise the selected surfaces and will now transfer the contact forces...
  8. kranmeste

    Annoying sketcher problem

    Hi, I think that your problem can be that as a default Creo has ticked all "Sketcher Constraints Assumptions" boxes. This means that when you draw a new rectangle or any shape for that matter it will snap to all possible constraints. If you go into File->Options->Sketcher, under "Sketcher...
  9. kranmeste

    File wont save

    Hi my first question would be: Is the Autosave option ticked under Tools -> Preferences -> Save? If not, then i would also not expect MathCad to use the folder :-). I have mine set for Autosave every 30 min, and this fills up the Autosave folder with "bad" files from time to time. This is why i...
  10. kranmeste

    File wont save

    Hi! I have had the same issue with MathCad crashing when trying to save files. After a lot of reading i found out that the MathCad Autosave folder from time to time fills up with to many files. I therefore once every week delete the content of the folder and now i do not have this issue...
  11. kranmeste

    Rerun analysis in Lite

    Hi, i dont have any of the trouble you have when i run a lite simulation. The only difference that occurs, after i have made changes to the model, is that the checked mark after analysis is gone. Then i just press run again and the models runs just fine. See the picture attached. I then tried...
  12. kranmeste

    ANSYS wont start

    Hi examorph, just a quick question. Are yo trying to run ANSYS in a directory which you dont have write access to? Not sure but i think that you need administrators rights to run ANSYS. Maybe you could right click the *.exe file and click Run as administrator. Good luck Best Regards
  13. kranmeste

    Rerun analysis in Lite

    Hi dgallup, hope i have understood your problem correct. I have just tested Simulate Lite with the following setup: 1. Created a model - 2. Opened Simulate Lite - 3. Gone thru the Process Guide (Materials, Constaints ,...., Results) - 4. Result of analysis shows up just fine - 5. Added an...
  14. kranmeste

    Boundary conditions - PROBLEM

    Hi If the stress and deformation on the pliers are the main focus on the analysis, you could also just analyse a single handle. But again i always try to keep problems as simple as possible, because if it is one thing i have learned over the years it is that engineers tend to make a simple...
  15. kranmeste

    Boundary conditions - PROBLEM

    Hi, In my opinion you are partly right regards your moment balance. You are correct that there needs to be a moment balance, but if you intend to use a manually calculated reaction force at the cutting edge then i am sure that the model will never converge. The reason being that you will never...

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