sifulee
Guest
Good morning.
I have a problem with the study Harmonic response made on a steel structure built with design modeler, using lines and sections and not solid. when I do harmonic analysis, in output it gives me "frequency response stress" always zero value, while for the movements there are no problems. this does not happen if I use a frame with even imported solid profiles. Why can't I get stress values when I have a structure built with designer model lines? thanks for the attention.
I have a problem with the study Harmonic response made on a steel structure built with design modeler, using lines and sections and not solid. when I do harmonic analysis, in output it gives me "frequency response stress" always zero value, while for the movements there are no problems. this does not happen if I use a frame with even imported solid profiles. Why can't I get stress values when I have a structure built with designer model lines? thanks for the attention.