I performed a simply supported beam in the lab and now I am trying to model it by finite element analysis software (MIDAS FEA).

In the modelling by finite element software, Do I need to add the self-weight to loads to be similar to the experiment case or no? and why?

When I added it I got a good agreement between the results but when I removed it I got a big difference. Do you know which is the right? and why?

Regards 

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