Bearing Fixity
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This section defines bearing fixity conditions at each support location, specifying translational and rotational constraints.
Navigation: Superstructure > Boundary Conditions > Bearing Fixity
Navigate to Superstructure > Boundary Conditions > Bearing Fixity in the tree view.

Click the first cell in the Insertion Point column and use the Pick button to select insertion points that define the bearing locations.

Set the translational (Tx, Ty, Tz) and rotational (Rx, Ry, Rz) fixity values for each bearing:
Tx
Axial direction - Only IP1 and IP2 have assigned values (axial forces accommodated at these supports)
Ty, Tz
Transverse and vertical directions - Remain constant for all bearings
Rx
Torsional stability - Set to 10 for all supports to maintain stability during construction
Ry, Rz
Rotational constraints - Set as needed



Setting a non-zero Rx value is necessary to address torsional stability when constructing a beam without transverse components like diaphragms or decks. In this example, all supports are assigned Rx = 10.
Set Transfer Force to Substructure to Yes for all bearing locations.

Yes
Creates a two-node spring between pier cap and girder (use when substructure is modeled)
No
Creates a one-node spring at the bottom of the girder (use for abutment locations without substructure model)
The completed bearing fixity configuration is shown below.

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