Hieronder vindt u een lijst met foutcodes en hun mogelijke oorzaken. Deze fouten worden weergegeven in onze FEA-software wanneer een gebruiker probeert een onoplosbare structuur op te lossen. Hieronder vindt u een tabel met de mogelijke oorzaken en oplossingen voor dergelijke problemen:
| Foutcode | Bericht | Mogelijke problemen | Mogelijke oplossingen |
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| 1 | Time-out – Server niet beschikbaar. |
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| 2 | Time-out – Oplossing duurde te lang. |
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| 3 | Serverfout |
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| 101 | Onbevoegde toegang |
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| 102 | Voeg a.u.b. een lid toe |
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| 103 | Voeg een lading toe |
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| 104 | Voeg een steun toe |
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| 105 | Voeg een sectie toe |
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| 106 – 109, 116, 117 | (*Attribuut naam*) van sectie ## kan niet nul zijn |
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| 110 | Structuur is niet beperkt |
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| 111 | Please remove disconnected Node # X |
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| 112 | Verwijder het losgekoppelde element (Lid) # X |
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| 113 | Structuur is niet beperkt |
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| 114, 115, 118 | Fout oplossen |
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| 119 | Truss-structuur niet stabiel (Alleen SkyCiv Truss) |
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| 181 | Member ID cannot be used for a support since it is the slave node (Knooppunt B) of the rigid link. |
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| 182 | Node #ID is the master node (Knooppunt A) of Member #ID rigid link and cannot be used as the slave node (Knooppunt B) of another rigid link member. |
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| 183 | Node #ID is the slave node of Member #ID but it is already used as a slave in another rigid link member. A slave node cannot be constrained to more than one master node. |
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| 300, 301 | Niet-lineaire statische analyse kon niet convergeren |
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| 302 | Knikanalyse kan niet worden uitgevoerd |
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| 303 | Dynamische frequentieanalyse kan niet worden uitgevoerd |
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| 304, 305 | Responsspectrumanalyse kan niet worden uitgevoerd |
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List of Warnings
Below are a list of warning messages that may not cause the solver to error, but could be adjustments or comments from the solving process:
| Bericht | Details |
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| Continuous Member x has a problem with straightness as its internal members are using different local axes. Please check the nodes along this member form a straight line |
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| Load Combo y: Lid(s) x were removed from the model during the tension/compression only analysis over 1 iteraties. | This is a warning regarding the iterative analysis when the model contains tension or compression members. The iterative analysis will remove compression members that are in tension (en vice versa). It will resolve, however in each iteration it checks if removed tension-members may have possibly reversed back to tension and compression-members have reversed back to compression. If the member gets removed and re-added from the model too many times (d.w.z. it reversed too much) then it just gets permanently removed as it’s deemed problematic for the iterative analysis to complete. |
| Node x has been removed from the model because it is not used in any members or plates. | Solver detected an unused node and removed it during the analysis process |
| Support #x for Node #y was ignored because the node was unused or does not exist. | Solver detected an unused support and removed it during the analysis process |
| Load Combo #x: 1 iterations and y% convergence error | During a non-linear analysis the results will try to converge to a certain percentage (this can be adjusted in the software settings). This message is just notifying the user of that convergence error. |
