We provide hints and tips to help you get started with the basic program RFEM.
Webinar: Data Exchange between hsbcad and RFEM
Video
First Steps with RFEM
Description
Content:
- Features of the interface hsbcad-RFEM
- Data exchange between hsbcad and RFEM on a practical example
Keywords
Dlubal Webinar Data Exchange hsbcad Interface Structural Analysis Structural Analysis Software Dynamic Dynamic Analysis Design EC Eurocode Eurocodes BIM Building Information Modeling CAD FEA FEM Finite Elements Webinar about Dlubal Software Webinar Dlubal Tutorial
Links
- Planning with BIM | What is BIM?
- Product Description | Structural Analysis Program RFEM
- Webinar Website with Video Recording
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![[EN] KB 001670 | Design of a welded truss](/-/media/Images/netgenium/thumbnails/2/9/6/7/4/2967457/2967457.png?la=en-US&mw=348&mlid=A590711DE2704786B5F8D1A306AF82E8&hash=70A835C75F046923B114D0BE66F68A215563B70E)
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New
This technical article deals with the design of structural components and cross-sections of a welded truss girder in the ultimate limit state. Furthermore, the deformation analysis in the serviceability limit state is described.
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RF-COM/RS-COM | Scope of Functions
- Reading and writing access to structural data, load case data, load and result combinations, and calculation results
- External control of calculation
- Possibility to open and edit available models or to create new models
- Access to all results such as deformations, internal forces, and support reactions
- Ability to intercept possible errors using error messages
- Access to control elements as well as results of the following programs:
- RF-/STEEL
- RF-/STEEL EC3
- RF-/ALUMINUM
- RF-/CONCRETE
- RF-STABILITY
- RX-TIMBER Glued-Laminated Beam
- RF-/TIMBER Pro
- RF-/DYNAM Pro
- SUPER-RC
- I would like to extend an existing structure with a false ceiling that is not connected to the existing columns. How can I model it?
- For line releases, I obtain the resultants in the horizontal direction, which I cannot understand.
- How can I display wind speeds at a certain height above the ground for a wind comfort analysis?
- Can I also use the wind load generator for open buildings?
- When evaluating the support reactions of a plate supported by line supports, I noticed that the support reaction pz' does not correspond to the shear force and deviates significantly. What is the reason?
- How is it possible to consider the real cross-section geometry of member elements in RWIND Simulation?
- What does the 'Activate Weld Design' option mean in the detailed settings of RF-/STEEL EC3?
- How do I create a frame joint with taper in JOINTS Steel - Rigid?
- Why do I obtain different results for the same end plate joint in RF‑/JOINTS Steel - DSTV and RF‑/JOINTS Steel - Rigid?
- Is there a way how to easily prevent RF‑SOILIN from recalculating the foundation every time the load in the governing load case is changed?
