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    <title>topic Re: Problems with a Code ACI 318-11 Rebars in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9454710#M19925</link>
    <description>&lt;P&gt;Thanks!!&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sun, 19 Apr 2020 23:02:42 GMT</pubDate>
    <dc:creator>Ricardo9705</dc:creator>
    <dc:date>2020-04-19T23:02:42Z</dc:date>
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      <title>Problems with a Code ACI 318-11 Rebars</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9446708#M19921</link>
      <description>&lt;P&gt;&lt;BR /&gt;Hello!!&lt;BR /&gt;I have a problem with the rebar catalog, in an attempt to register 0.25 inch bars, the lb / in catalogs appear to me with very low creep efforts ... I hope someone can help me, I already tried everything, In fact I had not modified the ACI 318, but it seems that the way my computer interprets data has been modified.&lt;/P&gt;</description>
      <pubDate>Thu, 16 Apr 2020 05:45:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9446708#M19921</guid>
      <dc:creator>Ricardo9705</dc:creator>
      <dc:date>2020-04-16T05:45:30Z</dc:date>
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    <item>
      <title>Re: Problems with a Code ACI 318-11 Rebars</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9446915#M19922</link>
      <description>&lt;P&gt;And the extensions&lt;/P&gt;</description>
      <pubDate>Thu, 16 Apr 2020 07:44:07 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9446915#M19922</guid>
      <dc:creator>Ricardo9705</dc:creator>
      <dc:date>2020-04-16T07:44:07Z</dc:date>
    </item>
    <item>
      <title>Re: Problems with a Code ACI 318-11 Rebars</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9447676#M19923</link>
      <description>&lt;P&gt;Also I have problems with the seismic dispositions. I tried with all codes allowables.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 16 Apr 2020 12:50:12 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9447676#M19923</guid>
      <dc:creator>Ricardo9705</dc:creator>
      <dc:date>2020-04-16T12:50:12Z</dc:date>
    </item>
    <item>
      <title>Re: Problems with a Code ACI 318-11 Rebars</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9454090#M19924</link>
      <description>&lt;P&gt;cause this diameter of bar (0.25 inch) was eliminate in 1977, see the code&amp;nbsp;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 19 Apr 2020 13:37:25 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9454090#M19924</guid>
      <dc:creator>mjoflor</dc:creator>
      <dc:date>2020-04-19T13:37:25Z</dc:date>
    </item>
    <item>
      <title>Re: Problems with a Code ACI 318-11 Rebars</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9454710#M19925</link>
      <description>&lt;P&gt;Thanks!!&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 19 Apr 2020 23:02:42 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/problems-with-a-code-aci-318-11-rebars/m-p/9454710#M19925</guid>
      <dc:creator>Ricardo9705</dc:creator>
      <dc:date>2020-04-19T23:02:42Z</dc:date>
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