Defining a variable load at beam free end
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Hello everyone!
I'm trying to use WORKBENCH to simulate a model which consists of a cantilever beam with a variable load at the free end that consists of a force versus time .txt table.
I'm still just starting at Workbench but I already know that this kind of analysis is possible with transient structural but I don't know where to define variable loads and how to define it.
If anyone could explain how to do this type of simulation or just could give me some advice on this subject like a tutorial or an article it will help me a lot.
Thanks!
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