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KarambaToBeaver
Retrieves TimberFrames from Karamba beams
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Karamba Model | Model | Karamba model with calculated displacements | Model |
| Beam Identifiers | BeamsIds | Beam ID | Text |
| Number of results per beam element | NRes | Element nodal subdivision | Integer |
| LoadCase Type | LCType | Load Case Type. This input is a list with the same length as the load cases in your karamba model. The following values are accepted: refers to EC0 table A1.1 P = Permanent QA = Imposed loads category A QB = Imposed loads category B QC = Imposed loads category C QD = Imposed loads category D QE = Imposed loads category E QF = Imposed loads category F QG = Imposed loads category G QH = Imposed loads category H S = Snow - H>1000 m.s.l W = Wind | Text |
| Run | Run | Boolean for running the algorithm | Boolean |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| TimberFrames | TF's | Timber Frames from Karamba beams | TimberFrame |
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