CivilFEM Online Help

~PLSHCON

 

~PLSHCON, Lab, AVERAGE, KUND, KPLOT

Plots results of shell reinforcement calculation.

POST1: Concrete Checking

Lab

Result to be drawn. The available results depend on method used to design the reinforcement.

AVERAGE

Interpolate results in nodes.

0	Interpolate.
1	Not interpolate.

KUND

Way of drawing the geometry:

0	Deformed shape only.
1	Deformed and undeformed shape.
2	Deformed shape and the edge of undeformed shape.

KPLOT

Way of plotting results:

1	By DESOL, allows different values in every node of each element, slower for a high number of elements.
2	By ETABLE, the value plotted is constant inside the element (mean value of nodes). Faster method than previous.
0	Default case, it depends on the forces and moments that will be obtained in shells (~CFCONFG command): ·         By ETABLE, ANSYS values (default value). The forces and moments are calculated at the element’s centroid. ·         By DESOL, CivilFEM values. The forces and moments are calculated at each node.

Notes

- For more information about the content of the element results look up in the Theory Manual in each of the chapters related to the codes, or the help for the ~CHKCON and ~DIMCON commands.

- To visualize results, the solution axis system should be activated using the ANSYS command “RSYS, solu”.

- Results of the ANSYS (*.rst) result file that will be overwritten to draw CivilFEM shell results.

- Annotations that are shown in the graphic are automatically deleted to avoid being shown in following drawings. Therefore, if the REPLOT command is used, the new command will not have these annotations, being necessary a new ~PLSHCON command to repeat the drawing or to send it to a file.

Menu Paths

Main Menu > CIVIL Postprocessor > Code Checking > ###### > SHELL RESULTS: Plot Results

Where ###### represents the active reinforced concrete code.

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