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Precompression Table

Function 

Displays the precompression results in tabular format for the selected design strips.

 

Call

From the Main Menu 

select [Post Tension] tab > [Analysis] group > [Analysis Result Table] > [Precompression Table]

 

Input

Records Activation Dialog

Design Strip: Select the design strip(s) for which Precompression results are to be displayed.

All: Select all available design strips.

None: Clear the current design strip selection.

Inverse: Select all unselected design strips and deselect the currently selected strips.

Prev: Restore the previously selected design strips.

Select Type: Specify the selection method used to filter design strips.

Add: Add the selected items to the current selection set.

Delete: Remove the selected items from the current selection set.

Replace: Replace the current selection with the newly selected items.

Intersect: Retain only items that exist in both the current and newly selected sets.

Reset: Restore all selection settings to their default values.

OK: Generate the Selfweight Balance Ratio Table using the specified selections.

Cancel: Close the dialog without generating the table.

 

Table: Result – [Precompression]

The generated table contains the following Precompression components for the selected design strip locations:

Design Strip: Identification number of the design strip.

Story: Story level containing the design strip.

Dir.: Direction of the design strip (X or Y).

Span: Span associated with the strip location.

Design Section: Design section number along the strip where the results are reported.

Fptl (kips): Effective prestressing force acting at the design section after considering applicable prestress losses. This force is used to calculate the average precompression stress in the concrete section.

Section Area (in²): Cross-sectional area associated with the design strip at the reported design section.

Precompression (kips/in²): Average compressive stress induced in the concrete section by the effective prestressing force, calculated as the ratio of effective prestressing force to section area.

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