Reference problem
=====================


Geometry
---------


.. image:: images/10000000000002A400000169F252D68E5693D524.png
    :width: 4.8638in
    :height: 2.5071in


.. _RefImage_10000000000002A400000169F252D68E5693D524.png:


.. math::
: label: EQ-None

    \ textrm {Point}
    E

Length: :math:`L\mathrm{=}1m`

Width: :math:`l\mathrm{=}0.1m`

Thickness: :math:`h\mathrm{=}0.005m`

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


Material properties
-----------------------

Young's module: :math:`E\mathrm{=}2.1\mathrm{\times }{10}^{11}\mathit{Pa}`

Poisson's ratio: :math:`\nu \mathrm{=}0.3`


Boundary conditions and loads
-------------------------------------


* Embedding the :math:`\mathit{AD}` edge (:math:`u\mathrm{=}v\mathrm{=}0`).


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


Boundary conditions and loads
-------------------------------------

Not applicable for static analysis.