Modeling A
==============

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

The models POU_D_E, POU_D_T, POU_D_TG, POU_D_EM, and POU_D_TGM are assigned to the mesh in turn.


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


.. image:: images/10000000000002380000006D539B0DEC7D4B3967.png
    :width: 4.0957in
    :height: 0.6756in


.. _RefImage_10000000000002380000006D539B0DEC7D4B3967.png:

The mesh consists of a SEG2 mesh.

The local coordinate system is identical to the global coordinate system.


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

The values tested are the same regardless of the beam modeling.


Distributed torsional moment
~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MX or MT.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA "," DRX "," ", "-1500.0", "0.1"



Bending moment distributed along Y
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MY or MFY.

It is specified that the node :math:`B` is supported according to :math:`Z`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DZ", "-1625.0", "0.1"
    "A", "REAC_NODA "," DRY ", "125.0", "0.1"
    "B", "REAC_NODA ", "DZ", "1625.0", "0.1"



Bending moment distributed along Z
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA_F/FORCE_POUTRE /MZ or MFZ.

It is specified that the node :math:`B` is supported according to :math:`Y`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DY", "1625.0", "0.1"
    "A", "REAC_NODA "," DRZ ", "125.0", "0.1"
    "B", "REAC_NODA ", "DY", "-1625.0", "0.1"



Constant bending moment along Y and Z
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

The load applied in this case obtained by AFFE_CHAR_MECA/FORCE_POUTRE/MFZ, MZ. MFY, MY, MX, MT.

Next moment :math:`Z`, node :math:`B` is in support according to :math:`Y`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DY", "1000.0", "0.1"
    "A", "REAC_NODA "," DRZ "," ", "0.0", "0.1"
    "B", "REAC_NODA ", "DY", "-1000.0", "0.1"


Next moment :math:`Y`, node :math:`B` is in support according to :math:`Z`.

.. csv-table::

    "Node", "Field", "Component", "**Reference Value**", "**Tolerance (%)**"
    "A", "REAC_NODA ", "DZ", "-1000.0", "0.1"
    "A", "REAC_NODA "," DRY "," ", "0.0", "0.1"
    "B", "REAC_NODA ", "DZ", "1000.0", "0.1"