We provide hints and tips to help you get started with the basic program RFEM.
CP 001076 | "Little Flower" Monastery in British Columbia, Canada
Video
First Steps with RFEM
Description
'Little Flower' Monastery in British Columbia, Canada
The monastery "Little Flower" was built in 2015, situated in beautiful scenery of green meadows, mountains and crystal-clear lakes. The little monastery is equipped with 18 bedrooms, a chapel, a dining room, a kitchen as well as a conference room.
Keywords
Dlubal customer project Timber structure Customer project Project with Dlubal Software Dlubal Practical Example
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New
Connection of Tables and Dialog Boxes
By double‑clicking the element numbers (first column) of the table, the according dialog box appears.
New
Increased Calculation Performance by Reducing the Nodal Degrees of Freedom
The number of degrees of freedom in a node is no longer a global calculation parameter in RFEM (6 degrees of freedom for each mesh node in 3D models, 7 degrees of freedom for the warping torsion analysis). Thus, each node is generally considered with a different number of degrees of freedom, which leads to a variable number of equations in the calculation.
This modification speeds up the calculation, especially for models where a significant reduction of the system could be achieved (e.g. trusses and membrane structures).
- In RF‑/DYNAM Pro, the "From self-weight of structure" option is available in a mass case. Is it always necessary to activate this option in order to consider the dead load of the structure?
- Is it possible to perform a seismic analysis with the masonry material model?
- How can I create a curved or curved section?
- How can I change the colors of the selection and preselection?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- Can I have generated member loads from surface loads act eccentrically on the member section by means of a plane?
- After calculating the add -on module RF-/DYNAM Pro - Equivalent Loads, the size of my file has increased significantly. The performance has deteriorated enormously. What could be the reason for this?
- Why are my imperfections displayed differently and can I adjust the display?
- What happens to the programs and add -on modules if the network license times out? And how can I increase the timeout?
- Why is it not possible to select a load case in the RF-/STEEL add-on module for design, although it is defined in RFEM/RSTAB?
