PointLoadCondition
From KratosWiki
(Difference between revisions)
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− | | rowspan=" | + | | rowspan="2" | DISPLACEMENT, REACTION, FORCE |
− | REACTION, | + | | rowspan="2" | N/A |
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Revision as of 19:01, 23 March 2016
Point Conditions for 2D cases
Input Label | Geometry | Dimension | No. of Nodes | Dofs | Nodal Variables | Nodal Results | Gauss Points Results |
---|---|---|---|---|---|---|---|
PointLoadCondition2D1N | Point2D | 2 | 1 | DISPLACEMENT_X, DISPLACEMENT_Y | POINT_LOAD | DISPLACEMENT, REACTION, FORCE | N/A |
AxisymPointLoadCondition2D1N | Point2D | 2 | 1 |
Point Conditions for 3D cases
Input Label | Geometry | Dimension | No. of Nodes | Dofs | Nodal Variables | Nodal Results | Gauss Points Results |
---|---|---|---|---|---|---|---|
PointLoadCondition3D1N | Point3D | 2 | 1 | DISPLACEMENT_X, DISPLACEMENT_Y, DISPLACEMENT_Z | POINT_LOAD | DISPLACEMENT,
REACTION, FORCE |
N/A |