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

Model | Model | Model for which to calculate deflections | Model |

Load Case | LCase | Name of load-case from which to take the normal force which causes ThII effects. If -1 then the maximum compressive normal force of all load-cases is used. | Text |

RTolerance | RTol | Upper limit for the iterative increment of displacements. | Number |

Max Iterations | MaxIter | Maximum number of equilibrium iterations. | Integer |

No Tensional NII | NoTenNII | If true NII is limited to compression (i.e. negative values). This means that no stiffening due to tension is considered. | Boolean |

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

Calculated model | Model | Model with displacements calculated | Model |

Maximum displacement [cm] | Disp | Maximum displacement [cm] of each load-case of the model at end-points and mid-points of elements | Number |

Resulting force of gravity [kN] | G | Resulting force of gravity [kN] of each load-case of the model | Number |

Elastic Energy Change [kNm] | DEnergy | Change of the internal elastic energy [kNm] of each load-cases of the model computed as the scalar product of external nodal loads and nodal displacements. | Number |

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