### 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. | String |

**Load case** | LCase | Number of loadcase for which to retrieve results. By default results for all load cases are retrieved. | Integer |

**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 |