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Incorrect Material or Cross-Section Conversion in Revit or Tekla
I get an incorrect conversion in Tekla/Revit when using regular expressions in the conversion table.
Invalid Punching Node
I would like to perform punching design of a reinforced concrete slab. I have selected a node and set it for the punching design. The node is classified as invalid. Why?
Design of Member Sets
I have activated Steel Design in my model and defined design types for the members. Why can I not design the superordinate member set?
Punching
I would like to perform punching design of a floor slab. I have selected nodes for the design, but they are marked as invalid. Where did I make a mistake?
Question
I am designing a cross-section created in the SHAPE‑THIN program using the design add-on module, but the program shows the error message "ER006 Invalid type of c/t-part for cross-section of type General". What can I do?
Invalid Material
Why do I get the message "Invalid material" in the RF‑/STEEL add-on module when using stainless steel?
Question
In the RF‑/STEEL add-on module, I am trying to design a cross-section created in SHAPE‑MASSIVE. However, the cross-section is classified as invalid. What is the reason?
Question
When entering data in the RF‑/STEEL EC3 add-on module, I get the error message "Incorrect location of the intermediate lateral restraint". Why?
Question
In RF‑/JOINTS Steel - DSTV, I get the notes "Wrong geometry" and "Invalid material". Which entries do I have to adjust?
Question
It is not possible to design a SHAPE‑THIN cross-section due to invalid symmetry. What is the cause and how can I fix it?
Question
After running the design in RF‑STEEL AISC, I receive error message 1002 - Invalid cross-section of type "Channel" according to F2. What does this error mean?
Question
I get Error No. 2379 "Invalid material data!" in the RF‑CONCRETE Members add-on module; what can I do?
Question
How can I correct Error No. 1602 referring to a missing line entry in the member definition?
Question
Is it also possible to design individual hollow sections using the HSS add‑on module?
Question
For a design in the EL‑PL add-on module, I get the error "4) Invalid loading due to M‑T"; what can I do?
- 002628
- ALUMINUM 8
- ALUMINUM ADM 8
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- RF-ALUMINUM 5
- RF-ALUMINUM ADM 5
- RF-STEEL 5
- RF-STEEL AISC 5
- RF-STEEL AS 5
- RF-STEEL BS 5
- RF-STEEL CSA 5
- RF-STEEL EC3 5
- RF-STEEL Fatigue Members 5
- RF-STEEL NTC-DF 5
- RF-STEEL SIA 5
- STEEL 8
- STEEL AISC 8
- STEEL AS 8
- STEEL BS 8
- STEEL CSA 8
- STEEL EC3 8
- STEEL Fatigue Members 8
- STEEL SIA 8
- KAPPA 8
- RF-KAPPA 5
- LTB 8
- RF-LTB 5
- Steel Structures
- Stress Analysis
- Stability Analysis