# Disassemble Cross Section (karamba)

Component Index > Karamba > Cross Section > **Disassemble Cross Section (karamba)**

### Retrieves properties of a cross section.

## Inputs

Name | ID | Description | Type |
---|---|---|---|

CroSec | CroSec | cross section to disassemble. | CrossSection |

## Outputs

Name | ID | Description | Type |
---|---|---|---|

Cross section | CroSec | Cross section | CrossSection |

Family name of cross section | Family | Family name of cross section: defines a group of cross sections for cross section optimization. | String |

Type name of cross section | Name | The Type name serves to identify a cross section uniquely upon selection from a cross section table. | String |

Elem identifiers | Elem Ids | Identifiers of elements to attach cross section to. | String |

Local eccentricity [cm] | ecce-loc | Vector of eccentricity in [cm] with respect to beam axis in local beam coordinates. | Vector |

Heights [cm] | Heights | Heights [cm] of the cross-section given in centimeter. Shell cross sections can have more than one height. | Number |

Position of center of gravity | zs | Distance of center of gravity of the cross section from the upper cross section boundary [cm]. | Number |

Position of center of shear | zm | Distance of center of shear of the cross section from the upper cross section boundary [cm]. | Number |

maximum width [cm] | MaxWidth | Maximum width [cm] of the cross-section given in centimeter. | Number |

Area [cm2] | A | Cross section area [cm2]. | Number |

AreaY [cm2] | Ay | Equivalent shear area [cm2] for shear in local Y-direction | Number |

AreaZ [cm2] | Az | Equivalent shear area [cm2] for shear in local Z-direction. | Number |

Iyy [cm4] | Iyy | Moment of inertia [cm4] about the local Y-Axis. | Number |

Izz [cm4] | Izz | Moment of inertia [cm4] about the local Z-Axis. | Number |

Ipp [cm4] | Ipp | Primary torsional moment of inertia [cm4] about the local X-Axis. | Number |

Cw [cm6] | Cw | Warping torsional constant [cm6]. | Number |

Wely+ [cm3] | Wely+ | Resistance moment [cm3] about the local Y-Axis for extreme point on the positive local Z-axis. | Number |

Wely- [cm3] | Wely- | Resistance moment [cm3] about the local Y-Axis for extreme point on the negative local Z-axis. | Number |

Wply [cm3] | Wply | Plastic resistance moment [cm3] about the local Y-Axis. | Number |

Welz+ [cm3] | Welz+ | Resistance moment [cm3] about the local Z-Axis for extreme point on the positive local Y-axis. | Number |

Welz- [cm3] | Welz- | Resistance moment [cm3] about the local Z-Axis for extreme point on the negative local Y-axis. | Number |

Wplz [cm3] | Wplz | Plastic resistance moment [cm3] about the local Z-Axis. | Number |

Wt [cm3] | Wt | Minimum torsional resistance moment [cm3]. | Number |

alphaY | alphaY | Buckling coefficient about local Y-axis according to EC3. | Number |

alphaZ | alphaZ | Buckling coefficient about local Z-axis according to EC3. | Number |

alphaLT | alphaLT | Coefficient for lateral torsional buckling according to EC3. | Number |