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Interface RFEM 6 / RSTAB 9 – IDEA StatiCa
How can I exchange data between RFEM 6 / RSTAB 9 and IDEA StatiCa?
How can I use a template when exporting data from Rhino Grasshopper to RFEM 6?
How can I use a template when exporting data from Rhino Grasshopper to RFEM 6?
How can I create a new model with add-ons enabled?
Hardware and System Requirements
What are the minimum requirements for RFEM 6 and RSTAB 9?
Connecting Elements
When are elements mutually connected in RSECTION 1? How can I connect the unconnected elements with each other?
AutoCAD Import into RFEM 6 with Cross Section and Material
How can I import my AutoCAD model into RFEM 6 and have the cross section and material information transfer over?
Auto Connect Lines/Members
When modeling, I use the "Auto connect lines/members" function. However, RFEM 6 always creates a connection node of the "on member" type. How do I proceed to automatically divide the members?
Question
How is the automatic creation of c/t-parts carried out?
Question
How do I create a frame joint with taper in JOINTS Steel - Rigid?
Creating Nodes at Connection Point
My system includes several intersecting members, but they are not connected yet. What is the easiest way to create a node at the connection point?
Concentrated Loads on Curved Surface
How can I apply concentrated loads to a curved surface?
Question
What is the purpose of a fillet weld in SHAPE‑THIN?
Question
Why is it not possible to select the connecting surface under "Integration Width - Side 2" in the "Edit Rib" dialog box?
Question
For a combined cross-section in SHAPE‑THIN, the shear area Ay is larger than the total cross-sectional area A. How is this possible?
Importing dxf File
Is it also possible to create members when importing a DXF file into RFEM?
Question
I would like to create a cross‑section consisting of several elements in SHAPE‑THIN. However, I have not succeeded in connecting the elements so that they act as a single entity.
Question
I have modeled a floor slab with a downstand beam that intersects a continuous column. How can I prevent the slab from resting on the column, and ensuring that it rests only on the downstand beam?
Welded Members
What is the best way to model two welded members that lie parallel to each other?
Question
Why is the compensated cutting pattern length of a membrane surface incompatible with the defined compensation?
Why is the compensated cutting pattern length of a membrane surface incompatible with the defined compensation?