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    <title>topic Re: load to mass conversion - coefficient in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4973374#M73544</link>
    <description>&lt;P&gt;grazie mille!&lt;/P&gt;&lt;P&gt;gentilissimo,&lt;/P&gt;&lt;P&gt;buona Pasqua!&lt;/P&gt;</description>
    <pubDate>Sat, 19 Apr 2014 08:31:30 GMT</pubDate>
    <dc:creator>g.borre</dc:creator>
    <dc:date>2014-04-19T08:31:30Z</dc:date>
    <item>
      <title>load to mass conversion - coefficient</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4971458#M73541</link>
      <description>&lt;P&gt;Hi&lt;BR /&gt;I have some doubts about the coefficients in "load to mass" table...&lt;BR /&gt;does Robot applies coefficients from the "editor of code combination regulations" tabel?&lt;BR /&gt;example: in case of live load with coeff 0,8, do I have to use 1 or 0,8?&lt;BR /&gt;another question: do I have to insert in the "load to mass" table the dead load too?&lt;BR /&gt;&lt;BR /&gt;Thanks&lt;/P&gt;</description>
      <pubDate>Fri, 18 Apr 2014 16:16:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4971458#M73541</guid>
      <dc:creator>g.borre</dc:creator>
      <dc:date>2014-04-18T16:16:09Z</dc:date>
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    <item>
      <title>Re: load to mass conversion - coefficient</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4972484#M73542</link>
      <description>Ciao,&lt;BR /&gt;La conversione dei carichi in masse sismiche viene gestita manualmente, quindi sarai tu che assegni il coefficiente. Robot in automatico converte solo il peso proprio, che ovviamente non va inserito tra le condizioni da convertire.&lt;BR /&gt;Nel tuo caso, per la condizione di carico numero 3, carichi variabili in categoria E, dovrai manualmente assegnare il coefficiente 0.8 e non 1 come hai fatto.&lt;BR /&gt;&lt;BR /&gt;Buona Pasqua, saluti</description>
      <pubDate>Fri, 18 Apr 2014 23:09:59 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4972484#M73542</guid>
      <dc:creator>StefanoPasquini6790</dc:creator>
      <dc:date>2014-04-18T23:09:59Z</dc:date>
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    <item>
      <title>Re: load to mass conversion - coefficient</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4972488#M73543</link>
      <description>Dimenticavo, i carichi non vanno convertiti in massa globale ma in massa dinamica...selettore in alto a destra nella schermata di conversione delle masse.&lt;BR /&gt;&lt;BR /&gt;&lt;BR /&gt;Di nuovo</description>
      <pubDate>Fri, 18 Apr 2014 23:12:45 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4972488#M73543</guid>
      <dc:creator>StefanoPasquini6790</dc:creator>
      <dc:date>2014-04-18T23:12:45Z</dc:date>
    </item>
    <item>
      <title>Re: load to mass conversion - coefficient</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4973374#M73544</link>
      <description>&lt;P&gt;grazie mille!&lt;/P&gt;&lt;P&gt;gentilissimo,&lt;/P&gt;&lt;P&gt;buona Pasqua!&lt;/P&gt;</description>
      <pubDate>Sat, 19 Apr 2014 08:31:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/load-to-mass-conversion-coefficient/m-p/4973374#M73544</guid>
      <dc:creator>g.borre</dc:creator>
      <dc:date>2014-04-19T08:31:30Z</dc:date>
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