Calculation of Cable
![[EN] [EN] FAQ 003110 | When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."](/-/media/Images/netgenium/thumbnails/3/0/0/3/4/3003418/3003418.png?la=en&mw=578&mlid=23D62F4D8160440BB8C856E00CB6ABD2&hash=FA255EEFD241EDD37ED9CD0B34E148F8EABB4BFA)
Answer
For the "Cable..." material, there are no entries for yield strength and tension resistance stored in the library.
Therefore, the calculation basis for these members is missing in the add-on module. In order to be able to design such materials, it is necessary to create a new material and, provided that the information from the manufacturer is known, add the missing parameters manually.
Keywords
Reference
Write Comment...
Write Comment...
Contact Us
Unable to find the answer to your question? Contact us via phone, email, chat or forum or send us your question directly through our online form.
Submit Individual Question
![[EN] [EN] FAQ 003110 | When calculating a cable using the STEEL EC3 add‑on module, there is the error message "Incorrect characteristic stresses for material No. 1! Please correct this in Table 1.2."](/-/media/Images/netgenium/thumbnails/3/0/0/3/4/3003418/3003418.png?la=en&mw=348&mlid=23D62F4D8160440BB8C856E00CB6ABD2&hash=8DA765BC95A730F534DA0EE482A80D8ED048935D)
New
Evaluating and Documenting Steel Joints Analysis Results in RFEM 6
With the RFEM 6 add-on Steel Joints, you can analyze steel connections by using an FE model. This article demonstrates how to evaluate and document the steel joints analysis results.
New
- The design of the connection components is performed according to Eurocode EN 1993-1-8
- After activating the Add-on, the design situations for Steel Connections must be activated in the "Load cases and Combinations" dialog box
- For the design of the connection stability (Buckling), it is necessary to have the Add-on Structure Stability activated
- The calculation can be started via the table or via the icon in the top bar
-
How do I set a release for warping?
- How can I define a warping spring or a warping restraint?
- At which point on a cross-section are the supports and loads assumed for the calculation with warping torsion?
- The limit stress is activated, but my stress ratio is “non-designable” in the Stress-Strain Analysis add-on. What could be the reason?
- How can I deactivate the 7th degree of freedom for certain members or cross-sections only?
-
How can I display the cross-section warping?
- How do I define effective lengths when designing steel members in RFEM 6?
- How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
Associated Products
RFEM 5
Add-on Module
Design of steel members according to Eurocode 3
Price of First License
1,480.00 USDRSTAB 8
Add-on Module
Design of steel members according to Eurocode 3
Price of First License
1,480.00 USD - How do I define effective lengths when designing steel members in RFEM 6?
Social Networks
Frequently Visited Pages
- How can I define a warping spring or a warping restraint?
