This video explains the difference between member loads and line loads by using two models. The video also explains to which elements are the member loads and line loads applied.
With this generator, you can e.g. for grillages, you can define free line loads (e.g. from conveyor belts) and prorate them to members.
More InformationArea loads can be automatically converted into member or line loads. There are 3 options available for this:
- Generate Member Loads from Area Load via Plane
- Member loads from area loads via cells
- Line loads from surface loads on openings
In the case of member loads from area loads, a plane has to be defined via corner nodes or cells have to be selected in the graphic. The area load can either be applied to the entire surface or only the effective or projected surface of the members.
For the 'Line Loads from Area Loads on Openings' function, the corresponding openings are selected.
Online Manual RFEM | Member Loads from Area Loads via PlaneThe results of solid stresses can be displayed as colored 3D points in the finite elements.
Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.
Is it possible to add this new load case to combinations that are generated automatically?