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  • At the joints of columns and beams, all six degrees of freedom are automatically taken into account.

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ICONS

UX = The displacement of the
joint point in the (X) direction in thethree-dimensional analysis model
UY = Thetranslation The translation of thejoint point in the (Y) direction in thethree-dimensional analysis model
UZ = Thetranslation The translation of thejoint point in the (Z) direction in thethree-dimensional analysis model
RX = Rotation of thejoint point around the (X) axis in the three dimensional analysis model
RY = Rotation of thejoint point around the (Y) axis in thethree the three dimensional analysis model
RZ = Therotation The rotation of thejoint point around the (Z) axis in the three dimensional analysis model

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Similarly, in rod finite elements, there are six internal forces corresponding to all six degrees of freedom. These internal forces are the axial force defined according to the local axis of the bar, and the shear forces V2, V3 and the torsion moment and the bending moments M2, M3. Çubuk Eleman Lokal Aksları Element Local Axes detailed explanation has been made on this subject under the heading Çubuk Eleman Lokal Aksları .

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 Element Local Axes .

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