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Pipe as Shear Key in RF-/JOINTS Steel – Column Base Add-on Module
How do I define a pipe as a shear key in RF‑/JOINTS Steel – Column Base add-on module?
- 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
How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base; that is, the design against pulling out the column?
Column Base with Stiffeners
Is there an add-on module that I can use to design a restrained column base with stiffeners on both sides of the column?
Question
I am designing a steel column footing in the RF‑JOINTS add-on module, but I cannot change the number of anchors. How do I make this drop-down menu available?
Question
I have purchased the RF‑/JOINTS add-on module. After importing the new authorization file, only the demo version is available. Why?
Question
When calculating a case of RF‑/JOINTS Steel - Column Base, I get Message No. 48335 saying that the bending moment Mz exceeds 5% of the plastic moment resistance. What does it mean?
- 002489
- JOINTS Timber | Timber to Timber 8
- JOINTS Timber | Steel to Timber 8
-
- JOINTS Steel | Rigid 8
- JOINTS Steel | DSTV 8
- JOINTS Steel | Pinned 8
- JOINTS Steel | Tower 8
- JOINTS Steel | SIKLA 8
- JOINTS Steel | Column Base 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