problema con il software ansys

[Enrico Rossi]

Good morning to all,
I am doing an elastoplasty analysis of a trave ipe, my problem is that the movements I find on ansys are about twice as much as I find analytically, I think it is a problem of how I apply the load. I personally apply it in the following main menu>preprocessor>loads>apply>sstructural>pressure>on beams. is the correct way to apply a uniformly distributed load on a beam? Thank you in advance!

 

[Onda]

verify binding reactions, and see if the applied load corresponds to what you think is correct, if so, you have to address yourself elsewhere