I would like to calculate a hall frame with loads from a crane runway. It is not quite clear to me what the various action categories denote. Can you explain it to me?
How do I specify in FOUNDATION Pro which load is used for the design of the first core width, and which load is used for the design of the second core width?
In FOUNDATION Pro, I get extremely large foundations for my structure or I have to enter a very high loading in order to fulfill the design of the foundation torsion. What can be the reason?
I would like to save foundations with certain dimensions as a template in the database. Is this possible? The button for this is disabled in Window "1.2 Geometry".
Why is it possible to switch off the individual design checks in RF‑/FOUNDATION Pro? After all, this poses a risk for the user to "accidentally" disable certain design checks and possibly design a foundation that is undersized?
I have a foundation that is supported by adjoining frost aprons (distorting beam) in one direction (X- or Y-direction). From the determination of internal forces in RFEM, I get the horizontal support forces in the X- and Y-directions. This is correct. However, the foundations in the X-direction are supported due to the ice wall. Is it possible to "switch off" or neglect the support reaction from RFEM for the foundation design in RF‑/FOUNDATION Pro?
I have to perform a recalculation of a foundation in the existing structure and search for a design according to DIN 1045 or DIN 1054. In RF‑/FOUNDATION Pro, only the Eurocode is available. Do you have any other modules for the foundation design?
When determining the effective cross-section properties according to EN 1993‑1‑1, EN 1993‑1‑5, or EN 1999̩1‑1, SHAPE‑THIN displays a warning message saying that the effective widths are only determined for straight elements. What does this mean?