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Question
What does the design information mean:
Geometry error left side:
End plate of the girder: Lambda2 >1.4
Column flange: Lambda2 >1.4
I cannot find an explanation in the manual or online.
Question
Why it is not possible to design a biaxial bending with the RF‑/JOINTS add-on module?
Question
An attempt to design several connection nodes with the same geometry fails. According to the message, the connection geometry is different.
Question
Do you have a program for designing columns restrained in concrete? It is not about the design of the bucket, but about the required embedment depth, the provided concrete stress, the check of the shear stress in the column, and so on.
Question
Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
Question
Is it also possible to design individual hollow sections using the HSS add‑on module?
Question
I am performing a stability analysis according to the second-order analysis. Why is the partial safety factor γM1 used for the stress analysis here?
Question
When calculating a connection using the FRAME‑JOINT Pro add-on module, a message appears saying that the value is out of the valid range (existing value: 160, minimum value 200). What does this message mean?
Question
Why do I obtain different results for the same end plate joint in RF‑/JOINTS Steel - DSTV and RF‑/JOINTS Steel - Rigid?
Question
Which result combinations can I design with the RF‑/JOINTS Pro program, and what should I pay attention to?
Question
I designed a steel connection using RF‑JOINTS, then created a model to compare it in RFEM. Why are the results not identical?
Question
The design of the premature weld failure at the fin plate is governing for the design of a pinned beam connection with JOINTS.
What exactly does the design of the premature weld failure consider, and is it necessary to perform it in every case?
Question
The welds of a column head plate are very small. What is the reason?
Question
I would like to remodel a connection using FRAME‑JOINT Pro for comparison purposes, but I am having problems with the bolt spacings. Are there any other spacings, or have I overlooked something?
Question
Is it possible to avoid the extended bottom when defining an end plate, and to arrange a single-bevel groove weld? If not, what is the size of the extension?
Question
I am copying a design case and/or selecting a different or further node for the design. However, the connection geometry defined in the previous design case is not transferred. Why?
Question
Is it possible to generate wind loads according to DIN EN 13782 with this program?
Question
Does RF‑/JOINTS Steel – Rigid allow designing a joint for the simultaneous action of an axial force and a moment for a beam-to-column connection?
Question
I would like to connect a column rigidly to a girder flange. However, in the RF‑/JOINTS Steel - Rigid add-on module, beams are always connected to a column flange. How can I create a continuous beam?
Question
Is the Gust-effect (G or Gf) from the ASCE 7‑16 Sect. 26.11 considered in RWIND Simulation?
Question
What is the formula used to calculate the ASCE 7 wind velocity profile?
Question
In RF‑/JOINTS Steel - DSTV, I get the notes "Wrong geometry" and "Invalid material". Which entries do I have to adjust?
Question
Can I consider the normal force when designing a rigid end plate connection according to the DSTV guideline?
- 004727
- RFEM 5
- RSTAB 8
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- Concrete Structures
- Steel Structures
- Timber Structures
- Tensile Membrane Structures
- Structural Analysis & Design
- Finite Element Analysis
- Wind Simulation & Wind Load Generation
- Stability Analysis
- Dynamic and Seismic Analysis
- Form-Finding and Cutting Patterns
- Cold-Formed Sections
- Eurocode 1
- Eurocode 3
- Eurocode 5