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    <title>topic Re: Get kz in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5521037#M68411</link>
    <description>Hello Artur Kosakowski,&lt;BR /&gt;&lt;BR /&gt;I didn't know which one was the best way, so I try both ;D&lt;BR /&gt;&lt;BR /&gt;Thank you for your answer, that was very helpfull. I will take a look !</description>
    <pubDate>Thu, 26 Feb 2015 10:03:22 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2015-02-26T10:03:22Z</dc:date>
    <item>
      <title>Get kz</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520164#M68407</link>
      <description>&lt;P&gt;Hello&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I'm creating a concrete closed gallery. This gallery is supported in a ground, where I only know the value of Young's modulus (E) and angle of friction. Is there a way to get the elastic foundation coefficient (kZ) with only those values?&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;P.S. Sorry for my english, it isn't my native languague.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank You&lt;/P&gt;&lt;P&gt;MAria Silva&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Wed, 25 Feb 2015 17:10:06 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520164#M68407</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-25T17:10:06Z</dc:date>
    </item>
    <item>
      <title>Re: Get kz</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520278#M68408</link>
      <description>&lt;P&gt;Dear Maria,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;for example, You can calculate that with Vesic Formulas. Please see Foundations Analysis and design book from Bowles. Chapter 9.6. (google it)&lt;/P&gt;&lt;P&gt;ks=Es/(B*(1-n^2))&lt;/P&gt;&lt;P&gt;Es- stress- strain modulus&lt;/P&gt;&lt;P&gt;B - footing width&lt;/P&gt;&lt;P&gt;n- poisson ratio.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;From my experience, if you have a concrete slab with elastic support, use kz=Es and evaluate the same model with kz=0.5*Es and kz=2*Es. All the formulas you will get are aproximations and you need to check how "sensible" your model is to kz.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Hope it will help you.&lt;/P&gt;&lt;P&gt;Regards&lt;/P&gt;</description>
      <pubDate>Wed, 25 Feb 2015 18:30:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520278#M68408</guid>
      <dc:creator>rsousa_</dc:creator>
      <dc:date>2015-02-25T18:30:02Z</dc:date>
    </item>
    <item>
      <title>Re: Get kz</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520983#M68409</link>
      <description>&lt;P&gt;Hi Maria,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;As far as I can see you try to 'reach' us in many ways&amp;nbsp;&lt;img id="smileyhappy" class="emoticon emoticon-smileyhappy" src="https://forums.autodesk.com/i/smilies/16x16_smiley-happy.png" alt="Smiley Happy" title="Smiley Happy" /&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;In addition to the answer that you should have already received from me you may want to check chapter 3.5 from&amp;nbsp;&lt;A href="http://etd.lib.metu.edu.tr/upload/12615084/index.pdf" target="_blank"&gt;http://etd.lib.metu.edu.tr/upload/12615084/index.pdf&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;EM&gt;If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.&lt;/EM&gt;&lt;/P&gt;</description>
      <pubDate>Thu, 26 Feb 2015 08:57:37 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5520983#M68409</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2015-02-26T08:57:37Z</dc:date>
    </item>
    <item>
      <title>Re: Get kz</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5521032#M68410</link>
      <description>Thank you rsousa_ that was very helpfull. I will take a look &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;</description>
      <pubDate>Thu, 26 Feb 2015 10:01:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5521032#M68410</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-26T10:01:30Z</dc:date>
    </item>
    <item>
      <title>Re: Get kz</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5521037#M68411</link>
      <description>Hello Artur Kosakowski,&lt;BR /&gt;&lt;BR /&gt;I didn't know which one was the best way, so I try both ;D&lt;BR /&gt;&lt;BR /&gt;Thank you for your answer, that was very helpfull. I will take a look !</description>
      <pubDate>Thu, 26 Feb 2015 10:03:22 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/get-kz/m-p/5521037#M68411</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2015-02-26T10:03:22Z</dc:date>
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