Calculation process:
First a load case for the self-weight is generated. This load case plus a predefined Dead Load will be taken into account for the definition of the deformation and water level in the first iteration step.
During the iteration process a check takes place after every calculation step to indicate whether there is convergence or divergence. In case of divergence the following warning appears: "No convergence for rainwater loading: deformations > 1m".
The calculation is finished immediately. In case of convergence the calculation is finalized and results are saved in Loads and Loads calculation.
Results:
- without internal results:
The decisive load case water (in a well-balanced position) appears in the dialogue window Loads. In the dialogue window Load calculation the boundary conditions are described. These boundary conditions can be taken into account in the output.
- with internal results:
All calculation steps are reported in the dialogue window Load calculation and the related water loads are represented in the dialogue window Loads.