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    <title>topic macro problem not called in Archicad C++ API</title>
    <link>https://community.graphisoft.com/t5/Archicad-C-API/macro-problem-not-called/m-p/640418#M9983</link>
    <description>&lt;DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;add2&lt;/SPAN&gt;&lt;SPAN&gt; x1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;y1_1&lt;/SPAN&gt;&lt;SPAN&gt;!!!&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;rot2&lt;/SPAN&gt;&lt;SPAN&gt; alpha1_1&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;call&lt;/SPAN&gt; &lt;SPAN&gt;"PI1_1V2"&lt;/SPAN&gt;&lt;SPAN&gt;parameters&lt;/SPAN&gt; &lt;SPAN&gt;all&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;i use also this alternative but it does not work too.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;call&lt;/SPAN&gt; &lt;SPAN&gt;"PI1_1V2"&lt;/SPAN&gt;&lt;SPAN&gt;parameters&lt;/SPAN&gt; &lt;SPAN&gt;returned_parameters&lt;/SPAN&gt;&lt;SPAN&gt; C_TPROF1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;c_tI1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;h1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRSh1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRStf1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRStw1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;dc1_1vh&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;dc1_1hd&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1vert&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1&lt;/SPAN&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;DIV&gt;standard and alternative for PRS in metal structure and adaptative lenght for beam relative to position to the vertical profile.&lt;/DIV&gt;&lt;DIV&gt;and the rotation of the profile for the moment in plan and vertical plan but not a double rotation in the vertical axe.&lt;/DIV&gt;&lt;DIV&gt;after you can design any metal carpener work for one level by moving the hotspot, its worked until, i add a sixteen colummn.&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;I put this script in a personly structural design.Its write that's the script is correct in each proper script (2D,3D,parameter)&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;the problem is about the parameters called.sometimes is work and sometimes not.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;Could you help me to solve this.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;i know there is about also the notion of returned_parameters in order to have a list.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;until know it worked full for one object called without bug or problem.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;In my gdl file there is on this time 16 column with the possibility to change each column&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;without charge the package of colummn by the interface of the programm.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;I would solve this probleme of unstability of the file.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;Thanks for the future help who will hepl to reduce the time of work.The law by the action and the method.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;C.C.C.&lt;BR /&gt;&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;/DIV&gt;</description>
    <pubDate>Wed, 20 Nov 2024 13:31:45 GMT</pubDate>
    <dc:creator>VChristophe</dc:creator>
    <dc:date>2024-11-20T13:31:45Z</dc:date>
    <item>
      <title>macro problem not called</title>
      <link>https://community.graphisoft.com/t5/Archicad-C-API/macro-problem-not-called/m-p/640418#M9983</link>
      <description>&lt;DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;add2&lt;/SPAN&gt;&lt;SPAN&gt; x1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;y1_1&lt;/SPAN&gt;&lt;SPAN&gt;!!!&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;rot2&lt;/SPAN&gt;&lt;SPAN&gt; alpha1_1&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;call&lt;/SPAN&gt; &lt;SPAN&gt;"PI1_1V2"&lt;/SPAN&gt;&lt;SPAN&gt;parameters&lt;/SPAN&gt; &lt;SPAN&gt;all&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;i use also this alternative but it does not work too.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;call&lt;/SPAN&gt; &lt;SPAN&gt;"PI1_1V2"&lt;/SPAN&gt;&lt;SPAN&gt;parameters&lt;/SPAN&gt; &lt;SPAN&gt;returned_parameters&lt;/SPAN&gt;&lt;SPAN&gt; C_TPROF1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;c_tI1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;h1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRSh1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRStf1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;PRStw1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;dc1_1vh&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;dc1_1hd&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1vert&lt;/SPAN&gt;&lt;SPAN&gt;,&lt;/SPAN&gt;&lt;SPAN&gt;alpha1_1&lt;/SPAN&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;DIV&gt;standard and alternative for PRS in metal structure and adaptative lenght for beam relative to position to the vertical profile.&lt;/DIV&gt;&lt;DIV&gt;and the rotation of the profile for the moment in plan and vertical plan but not a double rotation in the vertical axe.&lt;/DIV&gt;&lt;DIV&gt;after you can design any metal carpener work for one level by moving the hotspot, its worked until, i add a sixteen colummn.&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;I put this script in a personly structural design.Its write that's the script is correct in each proper script (2D,3D,parameter)&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;the problem is about the parameters called.sometimes is work and sometimes not.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;Could you help me to solve this.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;i know there is about also the notion of returned_parameters in order to have a list.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;until know it worked full for one object called without bug or problem.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;In my gdl file there is on this time 16 column with the possibility to change each column&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;without charge the package of colummn by the interface of the programm.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;I would solve this probleme of unstability of the file.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;Thanks for the future help who will hepl to reduce the time of work.The law by the action and the method.&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&lt;SPAN&gt;C.C.C.&lt;BR /&gt;&lt;/SPAN&gt;&lt;/DIV&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;/DIV&gt;</description>
      <pubDate>Wed, 20 Nov 2024 13:31:45 GMT</pubDate>
      <guid>https://community.graphisoft.com/t5/Archicad-C-API/macro-problem-not-called/m-p/640418#M9983</guid>
      <dc:creator>VChristophe</dc:creator>
      <dc:date>2024-11-20T13:31:45Z</dc:date>
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