Hello, can someone give me an idea of what I'm doing wrong in the model I attached

Hello, I was modeling a wall with lateral load and reviewing the reactions in the base, it shows me that the moments are zero, apparently it does not calculate the moments in its plane, they could indicate me how to find those moments.

Hello, I wanted to know if there is any code_aster plate model that considers the rotation in your plane or how I can obtain them, since I test with several loads in the DKT, DST, Q4G models and the rotations in their plane are not obtained.
Thanks for your reply

hello when I want to run my model with aster_study in salome-meca 2017 I get a box with the following error:

Unexpected error
Type: UnicodeDecodeError
Value: ('ascii','s\xc3\xa1b-03-144608',1,2,'ordinal not in range (128)')

can you tell me how to solve that

hello, I was calculating vibration modes for beams, and the program calculates 6 modes for each free node, wanted to know how it calculates those 6 modes (for example in a recessed beam) or the document where it explains the procedure of calculation of vibration modes to calculate it analytically and be able to compare them.

Hi I wanted to know that "CONTRAINTE" to place ParaVIS shows me forces (N,V,M) and estress (sigma and tau) in all directions in elements "HULL"
................

PMec=CALC_CHAMP(reuse =PMec,
                RESULTAT=PMec,
                CONTRAINTE= ?????????????????????
               

IMPR_RESU(FORMAT='MED',
          UNITE=80,
          RESU=_F(RESULTAT=PMec,),);
..................

Hello, can someone tell me what it means "EXECUTION_CODE_ASTER_EXIT_5037 = 127" I have salome-meca 2017.02

Hi, I wanted to know if CALC_MODES is still used to calculate the vibration mode or has been replaced by another command

Hello, what is the keyword (FORCE_ARETE, FORCE_CONTOUR, etc) used for uniformly distributed force (for example in units N / m) on linear element (along a beam) or area (ie on the edge of a wall) , I was reviewing U4.44.01 Operators AFFE_CHAR_MECA but I do not understand.

Hello, I wanted to know if there is any command to create in a building slabs with rigid diaphragm to be able to reduce the number of modes of vibration, that is to say that the slabs only have three dynamic degrees of freedom per floor.

Hello I want to get the internal forces for a frame as shown in the attached photo and display it in a box (something like the attached photo), which sequence of parameters I have to use with the CREA_TABLE command.

Hello, I wanted to know where the results of the IMPR_TABLE command are displayed