Plot command: PLELEM -INP1
All the element related output to be plotted can be selected from this pad:
| Setting | Description |
|---|---|
| SYS | Plot the defined elements - or, if the elements are not defined plot every element in the structure unless this is constrained by a previous command (i.e. PLSTAG). |
| SYSQ | Plot the structural cross sections for the defined elements -or for all the elements as described for 'SYS' |
| SYSO | Plot the local structural axes for the defined elements -or for all the elements as described for 'SYS' |
| NUM | Plot the element numbers for all the defined elements -or for all the the elements as described for 'SYS' |
| FIBLC | Plot the stresses of the certain cross-section point for all the defined elements -or for all the elements as described for 'SYS'. The values will be read from certain loadcase. |
| FIBSUP | Plot the stresses of the certain cross-section point for all the defined elements -or for all the elements as described for 'SYS'. The values will be read from certain superposition file, so the INP2 is necessary. |
| FIBMAX | Plot the limit max. stress of the certain cross-section point for all the defined elements -or for all the elements as described for 'SYS'. The values will be read from material file. |
| FIBMIN | Plot the limit min stress of the certain cross-section point for all the defined elements -or for all the elements as described for 'SYS'. The values will be read from material file. |
| PRNCLC | Plot the principal stresses Sigma-I and/or Sigma-II for a certain load case and for a certain stress point |
| PRNCSUP | Plot the max. (Sigma-I) or min (Sigma-II) principal stresses for a certain superposition file and for a certain stress point |
| PLREIN | Plot reinforcement of certain reinforcement group for all the defined elements -or for all the elements as described for 'SYS'. |
| ASCFIL | Plot values from an ASCII file. Before this command the input of ASCII file has to be done - command PLASC, which also set the number of value column to be plot. |
| N | Plot the Normal (Axial) Force acting on the elements for the previously defined loading case or superposition file. |
| Qy | Plot the Shear Force Qy acting on the elements for the previously defined loading case or superposition file. |
| Qz | Plot the Shear Force Qz acting on the elements for the previously defined loading case or superposition file. |
| Mx | Plot the Bending Moment Mx (acting around the X axis) on the elements for the previously defined loading case or superposition file. |
| My | Plot the Bending Moment My (acting around the Y axis) on the elements for the previously defined loading case or superposition file. |
| Mz | Plot the Bending Moment Mz (acting around the Z axis) on the elements for the previously defined loading case or superposition file. |
| SHAPE | Plot the deformed shape of the structure resulting from a previously defined loading case |
| Vx;Vy;Vz | Plot the deformed shape of the structure resulting from a previously defined loading case or superposition file with Vx (or Vy or Vz as appropriate) as the primary value in the line of the superposition matrix. |
| Rx;Ry;Rz | Plot the deformed shape of the structure resulting from a previously defined loading case or superposition file with Rx (or Ry or Rz as appropriate) as the primary value in the line of the superposition matrix. |
| NSUPF | Plot the forces in the supports resulting from a previously defined loading case or superposition file. |
| NSUPM | Plot the moments in the supports resulting from a previously defined loading case or superposition file. |