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PostPosted: Tue May 23, 2017 8:02 am 
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Joined: Tue May 23, 2017 7:59 am
Posts: 1
Hello everybody,

On the model that I’ve developed, I’ve created a beam element on Sofimshc like a “beam with reference axis (section at origin)”. It is not a barycentric axis.
After, on Wingraf, when I analyze the dead load of this element, it’s applied on the reference axis. It’s logical, because I’ve used this axis to create the beam. But I’m not sure at all if Sofistik understands that the dead load should be applied on the barycentric axis of the beam element. Could you explain me, please, if Sofistik does it or not?

Best regards,

Lucas Serra.


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