B modeling
==============


Characteristics of modeling
-----------------------------------

2 elements POU_D_T.

The shear coefficients are:

:math:`\mathrm{S1}`: Rectangular section

:math:`\mathrm{AY}=\mathrm{AZ}=1.2=\frac{1}{{k}_{y}}`

:math:`\mathrm{S2}`: Corner section

:math:`\mathrm{AY}=\mathrm{AZ}=\frac{1}{0.358}`

:math:`\mathrm{S4}`: Section CERCLE

:math:`\mathrm{AY}=\mathrm{AZ}=\frac{10}{9}`


Characteristics of the mesh
----------------------------

:math:`4\times 2` mesh SEG_2.


Tested sizes and results
------------------------------

Only values that differ from modeling A (because of taking into account transverse shear) are given.


.. csv-table::

    "**Load**", "**Section**", "**Identification**", "**Reference**"
    ":math:`{F}_{y}=1` "," :math:`\mathrm{S1}=\mathrm{S3}` "," :math:`{u}_{y}(B)` ", "2.0156E-7"
    "", "", "", ""
    "", "", ":math:`{\sigma }_{\mathrm{xy}}(0)` ", "60."
    "", ":math:`\mathrm{S2}` "," :math:`{u}_{y}(B)` ", "1.666552E-7"
    "", ":math:`\mathrm{S4}` "," :math:`uy(B)` ", "1.707308E-7"
    "", "", ":math:`{\sigma }_{\mathrm{xy}}(0)` ", "37.13615"
    ":math:`{F}_{z}=1` "," :math:`\mathrm{S1},\mathrm{S3}` "," :math:`{u}_{z}(B)` ", "8.0156E-7"
    "", "", ":math:`{\sigma }_{\mathit{xz}}(0)` ", "60."
    "", ":math:`\mathrm{S2}` "," :math:`{u}_{z}(B)` ", "1.17559754E-6"
    "", ":math:`\mathrm{S4}` "," :math:`{u}_{z}(B)` ", "1.707308E-7"
    "", "", ":math:`{\sigma }_{\mathrm{xz}}(0)` ", "37.13615"
    ":math:`{F}_{y}=1` "," :math:`\mathrm{S4}` "," :math:`{\sigma }_{\mathrm{xz}}(0)` ", "673.75592"
    ":math:`{F}_{z}=1` ", "", ":math:`{\sigma }_{\mathrm{xy}}(0)` ", "673.75592"
    ":math:`{M}_{x}=1` ", "", "", ""