Hi Everyone.
we face a problem while extracting beam section forces results for a beam with torsion property. while the member is defined with torsion property, post extraction the result needs further processing to convert all the torsion moments into equivalent shear & moments and then use in design. is there any way to avoid this torsion moment in the results even though the torsion property is given in member definition.
You can use member release(Mx), if you are sure that there will be no torsion due to modeled member arrangement and applied loading.