Answer:
Like the other add-on modules, you can open the RF‑GLASS add‑on module from the Project Navigator or the menu bar under Add-on Modules.
In the module, you can then enter the data for the design.
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When modeling and designing glass panes in RF-GLASS, you have two different options for the FE mesh settings.
When using the RF‑GLASS add‑on module, you can define just the geometry in the main program, as well as the load situation of the structural component to be designed. The respective support conditions and all further design-relevant definitions (for example, the layer structure and support conditions), can be further specified in RF‑GLASS.
The architectural requirements for guardrails are still very high, and railings usually require a high degree of transparency. Glass railings, which do not require a visible support frame, offer a possible solution.
Different glass types and layer structures are available for glass structures used for different purposes. The following types are usually used: float glass, partly tempered glass, and toughened safety glass.
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.
Is it possible to design a spherically curved glass pane in RF‑GLASS?
Is it possible to set user-defined values of the standard in RF‑GLASS?
Which stresses are most important for glass design consideration when using RF-GLASS?
I would like to design a glass pane with temperature loads. In this case, a message appears saying that the load case includes "temperature" surface load types that are not transferred to the created temporary model. How can I consider temperature loads?
How is coupling stiffness determined in RF‑GLASS?
A curved pane cannot be designed in RF‑GLASS. Why?
