Selection of Structure Analysis Results for Presentation

Table content composition is available from the menu by selecting View > Table Columns or from right clicking the table and selecting Columns.

The dialog tabs will vary depending on whether or not it was opened from a table displaying data/results for structure nodes or bars.

The Bar Value Selection dialog is composed of the following tabs.

• General.
• Forces.
• Stresses.
• Displacements.
• Materials.
• Sections.
• Offsets.
• Cables.

The Nodal Value Selection dialog is composed of the following tabs.

• General (nodes)..
• Node Displacements.
• Reactions.
• Supports.
• Pseudo-static forces.
• Time History..

If diagrams for time history analysis are presented and Table Columns is selected from the context menu, the dialog will be open. It allows one for selecting parameters that are to be presented in the table located below the diagrams for time history analysis.

The FE Value Selection dialog is composed of the following tabs.

• Detailed.
• Extreme.
• Composed.
• Parameters.

On the Panels tab in the FE result table, Table Columns is available in the context menu. The dialog that opens after selecting the Table Columns includes the General tab.

The Dynamic Value Selection dialog is composed of the following tabs.

• Eigenvalues.
• Modes.
• Mass Sum.
• Spectral Coefficients..

The Reduced Results for Panels dialog is composed of the following tabs.

• Results.
• Cuts.
• Materials.
• Panels.

The Results for the required (theoretical) member reinforcement dialog consists of two tabs for RC beams and columns.

• Bending.
• Shear.
• It also contains the Reinforcing bars tab to present general parameters.

The Results for Plate and Shell Reinforcement dialog is composed of the following tabs.

• Reinforcement Results.
• Panel Data (Plates and Shells).

The Results for Solids dialog box dialog is composed of the following tabs.

• Detailed.
• Principal.
• Data.

The Data for plastic process history dialog contains the following tabs.

• Plasticity.
• Stresses.

The Forces and Stresses tabs are identical as those for bar values.

The following tabs may be also available in the above dialogs:

• Load cases.
• Division points (for results tables - forces, displacements).
• Filters.
• Extremes (to the tables with calculation results).

The lower part of the dialog contains two options:

• Columns will be added - if checked, selected options are added as columns at the end of the active table.
• Columns will replace existing ones - if checked, selected options replace the current table columns.

Note: In this dialog, specific tabs for particular elements defining a structure model may appear. These include quantity survey, cost estimate, rigid links, offsets, loads, and masses, among others.

See also:

Node numbering for 6- and 8-node finite element.