1. Reference problem#

1.1. Geometry#

_images/10000000000002A400000169F252D68E5693D524.png
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: label: EQ-None

textrm {Point} E

Length: \(L\mathrm{=}1m\)

Width: \(l\mathrm{=}0.1m\)

Thickness: \(h\mathrm{=}0.005m\)

Section moment of inertia: \({l}_{Y}\mathrm{=}\frac{{h}^{3}l}{12}\mathrm{=}1.042\mathrm{\times }{10}^{\mathrm{-}9}{m}^{4}\)

1.2. Material properties#

Young’s module: \(E\mathrm{=}2.1\mathrm{\times }{10}^{11}\mathit{Pa}\)

Poisson’s ratio: \(\nu \mathrm{=}0.3\)

1.3. Boundary conditions and loads#

  • Embedding the \(\mathit{AD}\) edge (\(u\mathrm{=}v\mathrm{=}0\)).

  • Resultant load \(P\mathrm{=}85N\), applied to edge \(\mathit{BC}\) (constant line load).

1.4. Boundary conditions and loads#

Not applicable for static analysis.