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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: 108, minimum value 100, maximum value 100). What does this message mean?
- 002528
- RSTAB 8
- RFEM 5
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- FRAME-JOINT Pro 8
- LIMITS 8
- RF-JOINTS Timber | Timber to Timber 5
- RF-JOINTS Timber | Steel to Timber 5
- RF-JOINTS Steel | Rigid 5
- RF-JOINTS Steel | DSTV 5
- RF-JOINTS Steel | Pinned 5
- RF-JOINTS Steel | Tower 5
- RF-JOINTS Steel | SIKLA 5
- RF-JOINTS Steel | Column Base 5
- RF-PIPING 5
- RF-PIPING Design 5
- RF-FRAME-JOINT Pro 5
Internal Forces at Certain Nodes in Printout Report
Where can I find the internal forces at certain nodes in the printout report?
Question
For design in FRAME‑JOINT Pro, I get Error No. 30011 "The selected nodes have different geometry [...]." How can I design my connection?
Question
When modeling a beam connection to a continuous column, I have the problem that the column flange fails under bending. If I add backing plates in the FRAME‑JOINT Pro add-on module, nothing changes for all design ratios. Why?
Frame Joint
Is it possible to use one of the RFEM 5 / RSTAB 8 add-on modules to design a frame joint with a docked beam, stiffeners, and any number of bolt rows?
Question
My connection cannot be designed due to an incorrect geometry input. What can I do?
Question
How can I remove a web stiffener or an end plate for the connection design in the FRAME‑JOINT Pro add-on module?
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 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 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
The welds of a column head plate are very small. What is the reason?
Question
Although I have selected a column web stiffener for my connection, it is apparently not considered in the design. How are web stiffeners handled in the design?
- 003312
- CONCRETE 8
- ALUMINUM 8
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- CONCRETE Columns 8
- EC2 for RFEM 5
- EC2 for RSTAB 8
- TIMBER Pro 8
- CRANEWAY 8
- RF-CONCRETE Columns 5
- RF-CONCRETE 5
- RF-PLATE-BUCKLING 5
- RF-FOUNDATION Pro 5
- RF-HSS 5
- RF-GLASS 5
- RF-TIMBER Pro 5
- RF-SOILIN 5
- RF-FRAME-JOINT Pro 5
- RF-STEEL EC3 5
- RF-PUNCH Pro 5
- Eurocode 2
- Eurocode 3
- Eurocode 5
- Eurocode 9
- Eurocode 7