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Beam Derived Stresses
Element1D Derived Stress results like von Mises
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Result | Res | GSA Result | Any |
| Intermediate Points | nP | Number of intermediate equidistant points (default 3) | Integer |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Elastic Shear Y [ | ] | SEy | Generic |
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