Examples
========

We can refer to test SSLL14 A [:external:ref:`V3.01.014 <V3.01.014>`].


.. code-block:: text

    # definition of blocking boundary conditions

    blocked = AFFE_CHAR_MECA (MODELE = template,
DDL_IMPO =( _F (TOUT =' OUI ', DZ=0.),
_F (GROUP_NO =( 'A', 'B'), DX=0. , DY=0.,),))


    # definition of 4 loads

    charg1 = AFFE_CHAR_MECA (MODELE = model,
FORCE_POUTRE =_F (GROUP_MA = 'D2', FY= P))


    charg2 = AFFE_CHAR_MECA (MODELE = model,
FORCE_NODALE =_F (GROUP_NO = 'C', FY= F1))


    charg3 = AFFE_CHAR_MECA (MODELE = model,
FORCE_NODALE =_F (GROUP_NO = 'D', FX= F2))


    charg4 = AFFE_CHAR_MECA (MODELE = model,
FORCE_NODALE =_F (GROUP_NO = 'D', MZ= M))


    static = MACRO_ELAS_MULT (MODELE = model,
CHAM_MATER = ch_master,
CARA_ELEM = cara_ele,
CHAR_MECA_GLOBAL = blocked,


    # we give a name in order to recover the concept NUME_DDL
NUME_DDL = nu_ddl,
CAS_CHARGE =_F (NOM_CAS = 'load number 1',
CHAR_MECA = charge1,
OPTION = 'SIEF_ELGA',
SOUS_TITRE ='load distributed vertically on DC',
),
)


.. code-block:: text

    # second set of load cases


    static= MACRO_ELAS_MULT (reuse = static,
MODELE = model,
CHAM_MATER = ch_master,
CARA_ELEM = cara_ele,
CHAR_MECA_GLOBAL = blocked,


    # we give the concept NUME_DDL calculated previously
NUME_DDL = nu_ddl,
CAS_CHARGE =( _F (NOM_CAS = 'load number 2',
CHAR_MECA = charge2,
OPTION = ('SIEF_ELGA', 'REAC_NODA'),
SOUS_TITRE = 'vertical point force in C',
),

_F (NOM_CAS ='charge number 3',
CHAR_MECA =charge3,
OPTION =( 'SIEF_ELGA', 'REAC_NODA'),
SOUS_TITRE ='horizontal point force in C',
),
_F (NOM_CAS = 'charge number 4',
CHAR_MECA = load4,
OPTION = ('SIEF_ELGA', 'REAC_NODA'),
SOUS_TITRE = 'moment in C',
),),
)