![](https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjgmy79xb1ngBVon23q7uaDJR2YV0JHspX-MmiQVTr8-9WccZwvPM1pC5cP5IDUZWC4BhRmDDeP6aCp21J1h_5OTJeSviCjNcVlXTNqzUGvboQV8WR6_2doB4lWmwgOmIBD6DWHKRhidn7c/s1600/rf-plate-buckling-screenshot.jpg)
It is possible to apply horizontal or vertical stiffeners to the plates (for example flat plates, angles, T-stiffeners, trapezoidal stiffeners, channel sections).
Loading on the plate boundaries can be applied in several ways and can be imported from the main program RFEM/RSTAB. The plate buckling design in RF-/PLATE-BUCKLING is always performed on the total buckling panel as the potential stiffeners are considered in the 3D FE model. Thus, designs of single (c/t) parts or buckling panel sections are omitted.
Post a Comment