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RE: Seismic analysis of Steel structure -reg

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Sir,
In going through the model i am seeing beam orientation axis (local axis) is Y-Z and X -axis is along the length of beam for all beams. (This orientation i am seeing from the Beam stress results in post processing )

Whether in STAAD beam orientation axis (local axis) is always Y-Z and X -axis is along the length of beam??

In my case i need beams to carry oly torsion moment & release other bending moments .
Then all beam i am releasing MY & MZ. Whether it is correct??


Regards
Nir

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