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Recent content by balu25

  1. balu25

    Primary load case in ANSYS

    Dear all, I have to perform non linear analysis in ANSYS, using (Combin39) with changing their properties in between the load steps. What I need in steps is like that: 1. Model 1 with Combin39 prop. 1(k1) 2. Load it and solve 3. Modify properties of Combin39 (prop. 2 - k2) 4. New load and...
  2. balu25

    Exporting time history data from multiple nodes

    u can try, i am not so sure if it is possible to delete it.
  3. balu25

    Exporting time history data from multiple nodes

    thats in what format the results to be written, check help for *vwrite..
  4. balu25

    capturing pictures problem

    Hello Lubo, you are welcome, I am glad I could help For this change you are right it is interesting, I will check it! Regards Plamen
  5. balu25

    capturing pictures problem

    hello Lubo, try this :) /GFILE, 800 /SHOW, PNG, PNG, 0, 8 /REPLOT /SHOW, close Regards Plamen
  6. balu25

    Import Solidworks part to ANSYS using IGS

    Hi, all i can add here is that so far i have succeeded in importing just rectangular areas and curved lines...everything else like curved or other shape than rectangular of areas is not possible to import...for volumes i suppose is the same Regards
  7. balu25

    contact between concrete and steel

    hello, try ceintf command hope it helps
  8. balu25

    Pushover analysis

    hello Zachary07, sure i can use multi-load step, but i need the force for which the building collapses. I don't need reactions or so...
  9. balu25

    Pushover analysis

    Hello all, I want to perform a pushover analysis in ANSYS of a building, with increasing forces for each load step, using the first mode shape, till the building collapses. Any suggestions and advices are welcome. Thank you
  10. balu25

    Problem of an unconstrained model

    NUMMRG, Label, TOLER, GTOLER, Action, Switch try this command
  11. balu25

    Obtaining the max value

    Thank you very much, you helped me a lot Regards, Plamen
  12. balu25

    Obtaining the max value

    4) get the One maximum FX of all elements over all steps... its a steel frame with columns and beam, and i need the max in the columns and in the beams Regards, Plamen
  13. balu25

    Obtaining the max value

    Thanks a lot mihaiupb, that really helps! The problem is it works only if I write the element number. Do you know how can i make it for more than one element?
  14. balu25

    Obtaining the max value

    Hello, I am trying to obtain the max value of FX for example for an element BEAM188, from solution with 2000 steps... I am using ETABLE. Can somebody tell me how to find the max value, and print it, using a macro? Thank you all
  15. balu25

    How to Applie forces on Keypoints with Iges Model

    Hello, why don't you try this? NSEL, S, LOC, z, ... NSEL, r, LOC, x, ... NSEL, r, LOC, y, ... *GET, NNUMB, NODE, 0, COUNT, FNZ=(your force)/NNUMB F, ALL, FZ, FNZ Regards

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