General thin-walled cross-sections often have asymmetrical geometries. The principal axes of these cross-sections are then not parallel to the horizontally and vertically aligned axes Y and Z. The "Transform principal axes so that Iu (major axis) is always greater than Iv (minor axis)" function allows you to determine the position of the principal axes to match the input.
Knowledge Base
Knowledge Base
Knowledge Base
Knowledge Base
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.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.
These objects allow you to create a better reference to the dimensions.
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
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