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Crowdin Update Fem.ts

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Kuzemko Alexsandr
2022-06-05 08:26:12 +03:00
committed by Uwe
parent 7e638a624e
commit f7c64c7322
1 changed files with 57 additions and 33 deletions
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src/Mod/Fem/Gui/Resources/translations/Fem.ts
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@@ -811,7 +811,7 @@
<name>FEM</name>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="290"/>
<source>Displacement magnitude</source>
<source>Displacement Magnitude</source>
<translation type="unfinished"></translation>
</message>
<message>
@@ -866,7 +866,7 @@
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="376"/>
<source>Equivalent plastic strain</source>
<source>Equivalent Plastic Strain</source>
<translation type="unfinished"></translation>
</message>
<message>
@@ -881,38 +881,38 @@ Please select a result type first.</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="499"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="500"/>
<source>Histogram of {}</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="500"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="501"/>
<source>Nodes</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="616"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="620"/>
<source>FEM: there are no nodes in result mesh, there will be nothing to show.</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="619"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="623"/>
<source>Empty result mesh</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="626"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="630"/>
<source>FEM: Graphical bending stress output for beam or shell FEM Meshes not yet supported.</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="629"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="633"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="637"/>
<source>No result object</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="631"/>
<location filename="../../../femtaskpanels/task_result_mechanical.py" line="635"/>
<source>FEM: Result node numbers are not equal to FEM Mesh NodeCount.</source>
<translation type="unfinished"></translation>
</message>
@@ -4182,17 +4182,26 @@ that &quot;MAXKOI&quot; needs to be increased.</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultShow.ui" line="333"/>
<source>Calculate and plot</source>
<location filename="../ui/ResultShow.ui" line="331"/>
<source>Runs the equation given in the field below,
outputs the results to the Min and Max fields
and colors the result mesh accordingly</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultShow.ui" line="340"/>
<source>&lt;!DOCTYPE HTML PUBLIC &quot;-//W3C//DTD HTML 4.0//EN&quot; &quot;http://www.w3.org/TR/REC-html40/strict.dtd&quot;&gt;
&lt;html&gt;&lt;head&gt;&lt;meta name=&quot;qrichtext&quot; content=&quot;1&quot; /&gt;&lt;style type=&quot;text/css&quot;&gt;
p, li { white-space: pre-wrap; }
&lt;/style&gt;&lt;/head&gt;&lt;body style=&quot; font-family:&apos;MS Shell Dlg 2&apos;; font-size:7.875pt; font-weight:400; font-style:normal;&quot;&gt;
&lt;p style=&quot; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;&quot;&gt;&lt;span style=&quot; font-family:&apos;Ubuntu&apos;; font-size:8pt;&quot;&gt;P1-P3 # Stress intensity stress equation. Available values are numpy array format. Calculation np.function can be used on available values. &lt;/span&gt;&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</source>
<location filename="../ui/ResultShow.ui" line="336"/>
<source>Calculate</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultShow.ui" line="355"/>
<source>Enter here an equation to be calculated.
For possible variables, see the description box below.</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultShow.ui" line="359"/>
<source>P1 - P3 # Max - Min Principal Stress</source>
<translation type="unfinished"></translation>
</message>
<message>
@@ -4236,43 +4245,58 @@ p, li { white-space: pre-wrap; }
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="148"/>
<location filename="../ui/ResultHints.ui" line="158"/>
<source>von Mises stress: vM</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="158"/>
<source>reinforcement ratio: rx, ry, rz</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="168"/>
<source>principal stresses: P1, P2, P3</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="178"/>
<source>Mohr Coulomb: mc</source>
<source>max shear stress: MS</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="188"/>
<source>equivalent plastic strain: Peeq</source>
<source>max princ. stress vector: s3x, s3y, s3z</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="198"/>
<source>min. principal stress vector: s1x, s1y, s1z</source>
<source>max principal stress: P1</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="208"/>
<source>med. principal stress vector: s2x, s2y, s2z</source>
<source>med princ. stress vector: s2x, s2y, s2z</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="218"/>
<source>max. principal stress vector: s3x, s3y, s3z</source>
<source>med principal stress: P2</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="228"/>
<source>min princ. stress vector: s1x, s1y, s1z</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="238"/>
<source>min principal stress: P3</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="148"/>
<source>reinforcement ratio: rx, ry, rz</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="248"/>
<source>Mohr Coulomb: mc</source>
<translation type="unfinished"></translation>
</message>
<message>
<location filename="../ui/ResultHints.ui" line="168"/>
<source>equivalent plastic strain: Peeq</source>
<translation type="unfinished"></translation>
</message>
</context>