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  1. zaronline

    Step load in a transient with ANSYS

    Hi to everyone!!! I'm new on this forum..i have a problem..i cannot understand if the way in which i model a stepping load on a structure is correct. I have a load given for a time equal to 10**-6, then it comes to zero. here there is the code: freq=201250 mp,damp,1,(2*0.02/(2*3.14*freq))...

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