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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.

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Eingaben

Felder des veröffentlichten Eingabeschemas
FeldTypPflichtBeschreibung
artifactobjectJaUTF8 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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      ],
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        "truss": {
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          "required": [
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            "claim"
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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."
    }
  }
}

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