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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 |

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 |

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