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  1. CitadelS

    ANSYS Load Case Results

    Dear friends, I have some problem using "Load Case" in ANSYS. I can't drive result when I use "LCASE" except defromation. Here I write my macro for better understanding. I model a simple cantilever beam in which loads are applied at the end point (-100 N and -200 N). I want to define -100 N...
  2. CitadelS

    Driving Results from ANSYS Load Cses-

    Dear friends, I have some problem using "Load Case" in ANSYS. I can't drive result when I use "LCASE" except defromation. Here I write my macro for better understanding. I model a simple cantilever beam in which loads are applied at the end point (-100 N and -200 N). I want to define -100 N as...

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