We need your help! 🔥
Please consider disabling your ad-blocker to support this website! 🔑
We are a free, community-supported website! 🥰
We only display small unobtrusive ads which help us stay online! 💯
Thank you in advance! ❤️
We are a free, community-supported website! 🥰
We only display small unobtrusive ads which help us stay online! 💯
Thank you in advance! ❤️
Beam Resultant Forces
Retrieves maximum resultant section forces for all beam elements of the model.
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Analyzed model | Model | Model with calculated displacements | Model |
| Beam identifiers | BeamIds | Identifiers of beams for which to retrieve results. By default all beams are included. | Text |
| Load case | LCase | Name of load-case for which to retrieve results. By default results for all load cases are retrieved. | Generic Data |
| Maximum probing distance [m] | maxL | Maximum distance [m] between probing points for calculating the maximum resultants. | Number |
| Number of probing points per element | NRes | Number of probing points per beam element for calculating the maximum resultants. Can be overruled when providing a value for maxL. | Integer |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Analyzed model | Model | Model with calculated displacements | Model |
| Normal Force [kN] | N | Largest axial forces N [kN] of all elements of all load-cases. N: Compressive forces < 0; tensile forces > 0. N is calculated at NPoi points along the element. For N the one which is the larger by absolute value is returned. Path structure: Load-case/Beam. | Number |
| Resultant bending moment [kNm] | M | Largest resultant moment M [kNm] of all elements of all load-cases. M: the largest resultant value of the in-cross-section moments My and Mz M is calculated at NPoi points along the element. Path structure: Load-case/Beam. | Number |
| Resultant shear force [kN] | V | Largest resultant shear force V [kN] of all elements of all load-cases. V: the resultant value of the in-cross-section shear forces Vy and Vz V is calculated at NPoi points along the element. Path structure: Load-case/Beam. | Number |
Site design © Robin Rodricks.
Karamba3D and associated data © 2024 Clemens Preisinger.
Rhinoceros and Grasshopper are registered trademarks of Robert McNeel & Associates.
Hosted by GitHub