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    <title>topic Re: Can I use RSA to design (reinforcement) this concrete wall with door opening in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7509619#M39644</link>
    <description>&lt;P&gt;Hi all,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I haven't been able to look into this until tonight, but managed to get a step further now, I think. &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt; I have now been able to export the wall to RC Design and actually have it recognized as a wall.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;1. Design code&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I did change to the French EC2 and that might have done the trick.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;What I meant Artur is that Norway and France probably doesn't differ that much as the whole idea with the Eurocodes is a design code that can be used all over Europe. We consider Robot supplemental calculation anyway, so this is ok.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;2. Error&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;"In calculations according to the classic method openings are not taken into account"&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;What does this mean?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Most of the reason we're doing this in Robot is because of the effect of openings in the wall. If not, hand calculations are just as easy.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;3. Horizontal reinforcement in the zone is insufficient&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;This error code is also a little odd. Required area and provided area is 0 both? So, should be sufficient?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;4. Using this information&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Do I simply read the sheet "Wall reinforcement" and find necessary rebar from the tables?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I might figure this one out on my own tomorrow, but I was a little puzzle right now as how to best make use of this calculation.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks in advance for any help! &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Attaching model and error screenshot.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Best regards.&lt;/P&gt;</description>
    <pubDate>Wed, 01 Nov 2017 21:48:02 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2017-11-01T21:48:02Z</dc:date>
    <item>
      <title>Can I use RSA to design (reinforcement) this concrete wall with door openings?</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498254#M39628</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Sadly, I'm not using Robot much after finishing school and starting work as an engineer, but I now have a project where I hope to be able to use it some more. I tried solving this today with FEM Design, but I wasn't quite happy with the results and thought it was hard to use.&amp;nbsp;I wanted to go straight to Robot, but had some technical issues acessing it. I hope to be able to solve this with Robot now.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I'm attaching picture of a wall. There's horizontal wind force at the top and a compressive force on one side and a tensile force (not so easy to see on the picture) on the other side.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Is it possible to get Robot to calculate reinforcement based on a simple model like this?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;If so, could anyone please give me some pointers or advice on how to proceed? Adding loads and making the model is easy. Just not sure after that.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;1. Which module should I use?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I first tried to open the RC Elements Design, but the option "Wall" under new RC Element is not available.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could I use other modules if this one isn't available?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks very much in advance! &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;PS: I'm using EDUCATIONAL version at home. Is that why Wall isn't available?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;My office have a license or two, but I won't be able to access it until over the weekend and was hoping to do this tomorrow.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 27 Oct 2017 22:30:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498254#M39628</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-27T22:30:24Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498595#M39629</link>
      <description>&lt;P&gt;&lt;FONT color="#000080"&gt;Hi @ &lt;SPAN&gt;&lt;A href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4358469" target="_blank"&gt;&lt;STRONG&gt;RSA_Student&lt;/STRONG&gt;&lt;/A&gt;&lt;/SPAN&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;I hope the attached captures will be clarified your inquiries&lt;SPAN&gt;.&lt;/SPAN&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&lt;SPAN&gt;Refaat&lt;/SPAN&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-center" image-alt="222.jpg" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/418854i640066EE33F81FD2/image-size/large?v=v2&amp;amp;px=999" role="button" title="222.jpg" alt="222.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-center" image-alt="000.jpg" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/418855iF83CB02A4D3CA75A/image-size/large?v=v2&amp;amp;px=999" role="button" title="000.jpg" alt="000.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-center" image-alt="111.jpg" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/418856i83A1D534D7C3C825/image-size/large?v=v2&amp;amp;px=999" role="button" title="111.jpg" alt="111.jpg" /&gt;&lt;/span&gt;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 28 Oct 2017 06:30:55 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498595#M39629</guid>
      <dc:creator>Refaat</dc:creator>
      <dc:date>2017-10-28T06:30:55Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498669#M39630</link>
      <description>&lt;P&gt;Hi, Refaat,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you. I tried just now, but couldn't quite get it to work.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Did you first create the wall in "Shell Design" and then somehow import that wall/model into "RC Element Design"?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;The wall I attached a picture of was created in the "Building Design" module as it's the one I'm most used to. I now tried to import this into RC design by selecting "Results" --&amp;gt;&amp;nbsp; "Provided Reinforcement of RC Elements".&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;But I doesn't seem to work...&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks for any help. &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 28 Oct 2017 08:08:04 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7498669#M39630</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-28T08:08:04Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499222#M39631</link>
      <description>&lt;P&gt;When opening the RC Design module, it seems like I can't access the wall option.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Is this because I'm using the educational version at home or because something else is wrong?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Wall_Missing.png" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/418934i30381984B06B5FBA/image-size/large?v=v2&amp;amp;px=999" role="button" title="Wall_Missing.png" alt="Wall_Missing.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;It would be great if I could get results similar to this video for the wall I'm designing:&lt;BR /&gt;&lt;BR /&gt;&lt;A href="https://www.youtube.com/watch?v=Vv4N9af8R9I" target="_blank"&gt;https://www.youtube.com/watch?v=Vv4N9af8R9I&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;If so, I will for sure start using Robot a lot more for RC design.&lt;/P&gt;</description>
      <pubDate>Sat, 28 Oct 2017 19:32:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499222#M39631</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-28T19:32:24Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499674#M39632</link>
      <description>&lt;P style="margin: 0cm; margin-bottom: .0001pt;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;Hi @&amp;nbsp;&lt;A style="color: inherit;" href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4358469" target="_blank"&gt;&lt;STRONG&gt;&lt;SPAN style="font-family: 'FrutigerNextW04-Regular','serif'; color: blue;"&gt;RSA_Student&lt;/SPAN&gt;&lt;/STRONG&gt;&lt;/A&gt;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;Please, take a look to my quick video. Mind that (Both shell &amp;amp; building design module) can be used for RC walls modelling.&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;STRONG&gt;&lt;U&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;Note:&lt;/SPAN&gt;&lt;/U&gt;&lt;/STRONG&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: black;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;&amp;nbsp;If you don’t want to consider out of plane moment on the wall (bearing wall) then it is advisable to design your wall as panel (required and provided reinforcement) based on the internal forces in the wall.&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;&amp;nbsp;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: navy;"&gt;Refaat&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: black;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P style="margin: 0cm; margin-bottom: .0001pt; font-variant-ligatures: normal; font-variant-caps: normal; orphans: 2; text-align: start; widows: 2; -webkit-text-stroke-width: 0px; text-decoration-style: initial; text-decoration-color: initial; word-spacing: 0px;"&gt;&lt;SPAN style="font-size: 10.5pt; font-family: 'FrutigerNextW04-Regular','serif'; color: black;"&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;DIV id="08ef8fd9-e163-4d3a-ae67-583227bc4691" class="myscreencast-iframe iframe-container active-myscreencast"&gt;&lt;IFRAME src="https://screencast.autodesk.com/Embed/Timeline/08ef8fd9-e163-4d3a-ae67-583227bc4691" width="640" height="620" frameborder="0" scrolling="no" allowfullscreen="allowfullscreen" webkitallowfullscreen="webkitallowfullscreen" __idm_id__="267572236" style="display: inline;"&gt;&lt;/IFRAME&gt;&lt;/DIV&gt;</description>
      <pubDate>Sun, 29 Oct 2017 09:36:12 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499674#M39632</guid>
      <dc:creator>Refaat</dc:creator>
      <dc:date>2017-10-29T09:36:12Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499707#M39633</link>
      <description>&lt;P&gt;Hi, Refaat,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks a lot. Your efforts are really appreciated. &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Sadly, I get trouble when going from the design module to the RC inspector. I'm attaching pictures. It seems like it automatically goes to BEAM, not wall. I also get a design code error...&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Maybe the Wall Design ain't possible with the Student version after all? I tried searching it, but couldn't find anywhere in the Robot documentation that says this isn't possible with the student version. Up until now, I've felt the student version has full functionality.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;If I define the wall as a panel, it's imported as a slab. But I can't see no wall. Third picture attached.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I should be able to access a licensed version tomorrow at work...&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Best regards.&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 10:20:30 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499707#M39633</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-29T10:20:30Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499716#M39634</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1107088"&gt;@Refaat&lt;/a&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thanks for simple video.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have a question, if i wish to model a wall which goes from foundation up to level 5. it is restrained at each floor level by slab.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;How do i tell robot that it is restrained at each floor so that robot uses the correct effective length when designed wall for compression buckling,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Regards&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Killian&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 10:32:14 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499716#M39634</guid>
      <dc:creator>KillianPMG</dc:creator>
      <dc:date>2017-10-29T10:32:14Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499730#M39635</link>
      <description>&lt;P&gt;@Anonymous&lt;/P&gt;&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1107088"&gt;@Refaat&lt;/a&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have same errors as RSA student unformtunatley&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 10:57:38 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499730#M39635</guid>
      <dc:creator>KillianPMG</dc:creator>
      <dc:date>2017-10-29T10:57:38Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499747#M39636</link>
      <description>&lt;P&gt;@Anonymous&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Having played with this ore, if you change to the aci code before&amp;nbsp; running the analysis it works.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1107088"&gt;@Refaat&lt;/a&gt;&amp;nbsp;is it not possible to design for openings using eurocode ??&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Also, is it ok to remove left and right boundary elemnts and just enter 0 into the boxes. i do not want a pier with links at the end??&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;When i do this i get a warning, can this be ignored???&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;DIV&gt;&amp;nbsp;&lt;/DIV&gt;&lt;P&gt;EDGE REINFORCMENT HAS NOT BEEN GENERATED!!&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 11:31:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499747#M39636</guid>
      <dc:creator>KillianPMG</dc:creator>
      <dc:date>2017-10-29T11:31:46Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499851#M39637</link>
      <description>&lt;P&gt;Watch webinar 5 on &lt;A href="https://www.youtube.com/playlist?list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk" target="_blank"&gt;Build your Robot Structural Analysis IQ - YouTube&lt;/A&gt;&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 13:09:32 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7499851#M39637</guid>
      <dc:creator>Rafacascudo</dc:creator>
      <dc:date>2017-10-29T13:09:32Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7500163#M39638</link>
      <description>&lt;P&gt;Hi, Rafael,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I did watch that webinar, but unless I missed it, it doesn't explain the troubles I'm describing above.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Best regards.&lt;/P&gt;</description>
      <pubDate>Sun, 29 Oct 2017 18:54:13 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7500163#M39638</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-29T18:54:13Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501004#M39639</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Mind that the RC Wall module is available for French EC2 (NF EN) and ACI codes only.&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>Mon, 30 Oct 2017 09:22:10 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501004#M39639</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2017-10-30T09:22:10Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501050#M39640</link>
      <description>&lt;P&gt;&lt;FONT color="#000080"&gt;&lt;/FONT&gt;&lt;FONT color="#000080"&gt;Hi @&amp;nbsp;&lt;A href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/4358469" target="_blank"&gt;&lt;STRONG&gt;RSA_Student&lt;/STRONG&gt;&lt;/A&gt;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&amp;nbsp;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&amp;nbsp;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;Please ,&amp;nbsp; your model ?&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&amp;nbsp;&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;Refaat&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#000080"&gt;&amp;nbsp;&lt;/FONT&gt;&lt;/P&gt;</description>
      <pubDate>Mon, 30 Oct 2017 09:51:48 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501050#M39640</guid>
      <dc:creator>Refaat</dc:creator>
      <dc:date>2017-10-30T09:51:48Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501055#M39641</link>
      <description>&lt;P&gt;Hi @ &lt;A href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/2691089" target="_blank"&gt;&lt;STRONG&gt;KillianPMG&lt;/STRONG&gt;&lt;/A&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;How do i tell robot that it is restrained at each floor so that robot uses the correct effective length when designed wall for compression buckling,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#003366"&gt;Use supports ( the degree of freedom based on your assumption ) , on other hand according to how to execute the wall slab connection at &amp;nbsp;the site construction &amp;nbsp;.&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;A href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1107088" target="_blank"&gt;@Refaat&lt;/A&gt;&amp;nbsp;is it not possible to design for openings using eurocode ??&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#003366"&gt;Yes. That is why it is advisable to design RC walls as panel ( required &amp;amp; provided reinforcement ) if out of plane moment doesn’t consider in your calculation.&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Also, is it ok to remove left and right boundary elements and just enter 0 into the boxes. i do not want a pier with links at the end??&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;When i do this i get a warning, can this be ignored???&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#003366"&gt;Check , ACI requirements.&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#003366"&gt;Refaat&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT color="#003366"&gt;&amp;nbsp;&lt;/FONT&gt;&lt;/P&gt;</description>
      <pubDate>Mon, 30 Oct 2017 09:55:39 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7501055#M39641</guid>
      <dc:creator>Refaat</dc:creator>
      <dc:date>2017-10-30T09:55:39Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7503221#M39642</link>
      <description>&lt;P&gt;Artur,&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Why is that? I suppose I can use the French EC2 then. It shouldn't be much of a difference, IMO.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Refaat,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I do not have access to it now, but I can upload it tomorrow.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thank you for your interest and help with this. &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Mon, 30 Oct 2017 22:13:08 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7503221#M39642</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-10-30T22:13:08Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7504194#M39643</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I'm sorry but I'm not able to tell how much these two codes are different for RC Wall design &lt;img id="smileysad" class="emoticon emoticon-smileysad" src="https://forums.autodesk.com/i/smilies/16x16_smiley-sad.png" alt="Smiley Sad" title="Smiley Sad" /&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Tue, 31 Oct 2017 09:25:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7504194#M39643</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2017-10-31T09:25:54Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7509619#M39644</link>
      <description>&lt;P&gt;Hi all,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I haven't been able to look into this until tonight, but managed to get a step further now, I think. &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt; I have now been able to export the wall to RC Design and actually have it recognized as a wall.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;1. Design code&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I did change to the French EC2 and that might have done the trick.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;What I meant Artur is that Norway and France probably doesn't differ that much as the whole idea with the Eurocodes is a design code that can be used all over Europe. We consider Robot supplemental calculation anyway, so this is ok.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;2. Error&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;"In calculations according to the classic method openings are not taken into account"&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;What does this mean?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Most of the reason we're doing this in Robot is because of the effect of openings in the wall. If not, hand calculations are just as easy.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;3. Horizontal reinforcement in the zone is insufficient&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;This error code is also a little odd. Required area and provided area is 0 both? So, should be sufficient?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;4. Using this information&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Do I simply read the sheet "Wall reinforcement" and find necessary rebar from the tables?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I might figure this one out on my own tomorrow, but I was a little puzzle right now as how to best make use of this calculation.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks in advance for any help! &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Attaching model and error screenshot.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Best regards.&lt;/P&gt;</description>
      <pubDate>Wed, 01 Nov 2017 21:48:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7509619#M39644</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-01T21:48:02Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7509628#M39645</link>
      <description>&lt;P&gt;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/1107088"&gt;@Refaat&lt;/a&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;STRONG&gt;&lt;U&gt;&lt;SPAN&gt;Note:&lt;/SPAN&gt;&lt;/U&gt;&lt;/STRONG&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;If you don’t want to consider out of plane moment on the wall (bearing wall) then it is advisable to design your wall as panel (required and provided reinforcement) based on the internal forces in the wall.&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;*&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;Is this as simple as changing from wall to panel in the object inspector?&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;I probably don't want to consider out of plane moment on the wall. Also, I might want to restrain the wall for out of the plane bending at mid point. But I suppose I can adjust that with a support.&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN&gt;&amp;nbsp;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Wed, 01 Nov 2017 21:51:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7509628#M39645</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-01T21:51:24Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7511004#M39646</link>
      <description>&lt;P&gt;I updated my model with a pinned support at the midpoint in Z direction since the wall is joined with another element there to prevent buckling.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I also added the loads and load combination I'm interested in exploring (4: shear + compression/tension).&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;But, when trying to export the model to the RC design module, I get an error. See attachment.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I've tried modeling a similar wall and I get the same result. I use the design code NF EN.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Any advice?&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;It would be great to be able to use Robot to dimension these walls, but if I can't get it to work, I might have to use other methods/software.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks for any help! &lt;span class="lia-unicode-emoji" title=":slightly_smiling_face:"&gt;🙂&lt;/span&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Attaching model and screenshot of error.&lt;/P&gt;</description>
      <pubDate>Thu, 02 Nov 2017 11:47:54 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7511004#M39646</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2017-11-02T11:47:54Z</dc:date>
    </item>
    <item>
      <title>Re: Can I use RSA to design (reinforcement) this concrete wall with door opening</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7511061#M39647</link>
      <description>&lt;P&gt;Hi&amp;nbsp;@Anonymous&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Mind the boundary conditions:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="RC Deep Beam vs RC Wall.PNG" style="width: 705px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/420838i3628CB0EEB38F629/image-size/large?v=v2&amp;amp;px=999" role="button" title="RC Deep Beam vs RC Wall.PNG" alt="RC Deep Beam vs RC Wall.PNG" /&gt;&lt;/span&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, 02 Nov 2017 12:06:36 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/can-i-use-rsa-to-design-reinforcement-this-concrete-wall-with/m-p/7511061#M39647</guid>
      <dc:creator>Artur.Kosakowski</dc:creator>
      <dc:date>2017-11-02T12:06:36Z</dc:date>
    </item>
  </channel>
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