Tendon stresses
Result diagrams in graphical window
Note: The principles for displaying of results are described in chapter Results.
Procedure to display tendon stresses
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Go to the following item in Menu, or purely write 1D Tendon Stresses in Command line
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The selection of the loads depends on the usage of Construction stages or not
- without Construction stages
- with Construction stages, but to see results after LIN calculation only, set Construction stages = None
- with Construction stages, to see results corresponding to selected Construction stages
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Select the 1D member strand patterns for which the results should be drawn.
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Use filter to specify the tendons to be displayed (see below).
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Press button [Refresh] to regenerate the drawing.
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When ready, close service Results.
During dealing with prestressed and/or post-tensioned structures, its also possible to check stress results for individual tendons/strands. There is the new possibility in the new combobox where to select singular tendon/strand to ask results only for such a selection.
The outputs are also updated based on the selection.
Detailed results
It is possible to display detailed results for a single beam strand pattern
Procedure to display detailed results
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Open service Results.
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Start function Tendon stresses.
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Select one beam strand pattern.
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A window with detailed results opens on the screen.
Preview in the Report Preview
The results may be reviewed in tabular form in the preview window.
Procedure to view the preview
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Open service Results.
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Start function Tendon stresses.
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Select the beam strand patterns for which the results should be drawn.
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Use filter to specify the tendons to be displayed (see below).
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Press button [Preview] to view the table of results.
Explanation of abbreviations
|
SAT
|
Stress after transfer. |
|
LED |
Loss caused by the elastic deformation of concrete. |
|
Final stress |
Final stress in tendon / strand (SAT-LED) |