PointLoadCondition

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| 2
 
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| rowspan="1" | DISPLACEMENT_X, DISPLACEMENT_Y
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| rowspan="2" | DISPLACEMENT_X, DISPLACEMENT_Y
| rowspan="1" | POINT_LOAD
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| rowspan="2" | POINT_LOAD
| rowspan="1" | DISPLACEMENT,
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| rowspan="2" | DISPLACEMENT, REACTION, FORCE
REACTION,
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| rowspan="2" | N/A
FORCE
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| rowspan="1" | N/A
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|-style="background:#F1FAFF;"
 
|-style="background:#F1FAFF;"
 
| AxisymPointLoadCondition2D1N
 
| AxisymPointLoadCondition2D1N
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| rowspan="1" | DISPLACEMENT_X, DISPLACEMENT_Y
 
| rowspan="1" | POINT_LOAD
 
| rowspan="1" | DISPLACEMENT,
 
REACTION,
 
FORCE
 
| rowspan="1" | 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
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