Technische Prüfungen & Formate
F TD2000 ENGINEERING B002 / planar axial truss prescribed displacement stiffness solution
Assemble independent axial bar stiffnesses in two dimensions, eliminate explicit prescribed displacement degrees of freedom, return equilibrium displacement, reactions and signed axial forces. No bending or geometric nonlinearity.
POST https://detect.halowerk.com/v1/F-TD2000-ENGINEERING-B002/planar-axial-truss-prescribed-displacement-stiffness-solutionEingaben
| Feld | Typ | Pflicht | Beschreibung |
|---|---|---|---|
| artifact | object | Ja | UTF8 JSON artifact at most16000 bytes, computed result20000 bytes; unknown for derived out-of-domain, singular or ill-conditioned systems. Numeric result rounded six decimals. Assemble independent axial bar stiffnesses in two dimensions, eliminate explicit prescribed displacement degrees of freedom, return equilibrium displacement, reactions and signed axial forces. No bending or geometric nonlinearity. |
Vollständiges Eingabeschema anzeigen
{
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"description": "UTF8 JSON artifact at most16000 bytes, computed result20000 bytes; unknown for derived out-of-domain, singular or ill-conditioned systems. Numeric result rounded six decimals. Assemble independent axial bar stiffnesses in two dimensions, eliminate explicit prescribed displacement degrees of freedom, return equilibrium displacement, reactions and signed axial forces. No bending or geometric nonlinearity."
}
}
}Ergebnis & Dokumentation
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