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    <title>topic Re: SLS Check (Deflection and Crack) in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708310#M12837</link>
    <description>&lt;P&gt;Dear&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/559029"&gt;@Romanich&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have tried to change to SLS-Quasi permanent but the result is still zero the same as below.&lt;/P&gt;&lt;P&gt;Did you check on the model on your side ? Does it have the result ? Thanks in advance&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_0-1634978579990.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980828i010959404EA33D3E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_0-1634978579990.png" alt="tiendat171093_0-1634978579990.png" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_1-1634978601138.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980829i7E00FC11EFDEF59E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_1-1634978601138.png" alt="tiendat171093_1-1634978601138.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Sat, 23 Oct 2021 08:43:44 GMT</pubDate>
    <dc:creator>TienDat.NGUYEN.Engineer</dc:creator>
    <dc:date>2021-10-23T08:43:44Z</dc:date>
    <item>
      <title>SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10706461#M12833</link>
      <description>&lt;P&gt;Can anyone know how module Robot in panel calculation can calculate the reinforcement only ? I use the Panel module but the result for crack and deflection is nothing.&lt;/P&gt;&lt;P&gt;I don't know is there any thing missing in my calculation.&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_2-1634902236162.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980516i26E2930CDA9C6AAE/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_2-1634902236162.png" alt="tiendat171093_2-1634902236162.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_3-1634902254314.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980517i9AC594836C6439BB/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_3-1634902254314.png" alt="tiendat171093_3-1634902254314.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_4-1634902280627.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980518i1345CC1A33CFA219/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_4-1634902280627.png" alt="tiendat171093_4-1634902280627.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_6-1634902318596.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980520iF2F8AF03FE9E9E6E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_6-1634902318596.png" alt="tiendat171093_6-1634902318596.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In this case only the flexural reinforcement is shown:&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_8-1634902389719.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980522iFABD474E465B96BD/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_8-1634902389719.png" alt="tiendat171093_8-1634902389719.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;But the crack and deflection is none ?&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_9-1634902408465.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980523i95E0FE341414C7AA/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_9-1634902408465.png" alt="tiendat171093_9-1634902408465.png" /&gt;&lt;/span&gt;&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="tiendat171093_10-1634902428996.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980524i46256F7B22F7F273/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_10-1634902428996.png" alt="tiendat171093_10-1634902428996.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 22 Oct 2021 11:34:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10706461#M12833</guid>
      <dc:creator>TienDat.NGUYEN.Engineer</dc:creator>
      <dc:date>2021-10-22T11:34:18Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10706784#M12834</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/11273746"&gt;@TienDat.NGUYEN.Engineer&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Have you defined SLS combinations? Deflections and Cracks are calculated when SLS combinations are selected for verification. Share zipped RTD file for verification.&lt;/P&gt;</description>
      <pubDate>Fri, 22 Oct 2021 13:40:28 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10706784#M12834</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-10-22T13:40:28Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708015#M12835</link>
      <description>&lt;P&gt;Dear&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/7331480"&gt;@Krzysztof_Wasik&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Yes I have defined the SLS combination (201), and both ULS (101) &amp;amp; SLS (201) is defined in the calculation of panel as shown in below:&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="tiendat171093_0-1634956706314.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980772i04C2F7EDF05E9C7E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_0-1634956706314.png" alt="tiendat171093_0-1634956706314.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_3-1634956902172.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980775iFF73F380D4CBBDF8/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_3-1634956902172.png" alt="tiendat171093_3-1634956902172.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;But only the value in ULS show the results, for SLS it will appear this error message and the value is zero for all.&lt;/P&gt;&lt;P&gt;I also attach the model Robot, if possible could you please help me to check this point, thank you in advance for your help.&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_1-1634956808947.png" style="width: 367px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980773i3FEEFC66A971D813/image-dimensions/367x229?v=v2" width="367" height="229" role="button" title="tiendat171093_1-1634956808947.png" alt="tiendat171093_1-1634956808947.png" /&gt;&lt;/span&gt;&amp;nbsp;&amp;nbsp;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_2-1634956841310.png" style="width: 293px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980774i64266A0A813FCAD9/image-dimensions/293x238?v=v2" width="293" height="238" role="button" title="tiendat171093_2-1634956841310.png" alt="tiendat171093_2-1634956841310.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;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 02:44:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708015#M12835</guid>
      <dc:creator>TienDat.NGUYEN.Engineer</dc:creator>
      <dc:date>2021-10-23T02:44:50Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708088#M12836</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/11273746"&gt;@TienDat.NGUYEN.Engineer&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;You should assign correct SLS type:&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Romanich_0-1634963421091.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980788iE7F12637744B3221/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Romanich_0-1634963421091.png" alt="Romanich_0-1634963421091.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Or in the table:&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Romanich_1-1634963540696.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980789iA9C44975967E8882/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Romanich_1-1634963540696.png" alt="Romanich_1-1634963540696.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 04:32:24 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708088#M12836</guid>
      <dc:creator>Romanich</dc:creator>
      <dc:date>2021-10-23T04:32:24Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708310#M12837</link>
      <description>&lt;P&gt;Dear&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/559029"&gt;@Romanich&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I have tried to change to SLS-Quasi permanent but the result is still zero the same as below.&lt;/P&gt;&lt;P&gt;Did you check on the model on your side ? Does it have the result ? Thanks in advance&lt;/P&gt;&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_0-1634978579990.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980828i010959404EA33D3E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_0-1634978579990.png" alt="tiendat171093_0-1634978579990.png" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="tiendat171093_1-1634978601138.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980829i7E00FC11EFDEF59E/image-size/medium?v=v2&amp;amp;px=400" role="button" title="tiendat171093_1-1634978601138.png" alt="tiendat171093_1-1634978601138.png" /&gt;&lt;/span&gt;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 08:43:44 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708310#M12837</guid>
      <dc:creator>TienDat.NGUYEN.Engineer</dc:creator>
      <dc:date>2021-10-23T08:43:44Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708336#M12838</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/11273746"&gt;@TienDat.NGUYEN.Engineer&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Maybe the reason is that you have a span 1.1 m and 200 mm slab thickness. For example, I have applied supports to have the bigger span:&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Romanich_0-1634979582679.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980835iDA2B32F00BC3BEC2/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Romanich_0-1634979582679.png" alt="Romanich_0-1634979582679.png" /&gt;&lt;/span&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Romanich_1-1634979604333.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980837i7CDE253DD11A014D/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Romanich_1-1634979604333.png" alt="Romanich_1-1634979604333.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 09:00:12 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708336#M12838</guid>
      <dc:creator>Romanich</dc:creator>
      <dc:date>2021-10-23T09:00:12Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708380#M12839</link>
      <description>&lt;P&gt;Dear&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/559029"&gt;@Romanich&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;I think so, I try like you proposed and they have the result but not same as you. And for crack width still has no result&lt;/P&gt;&lt;P&gt;Could you please upload the modified model ? I can study on this one.&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 09:50:40 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708380#M12839</guid>
      <dc:creator>TienDat.NGUYEN.Engineer</dc:creator>
      <dc:date>2021-10-23T09:50:40Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708483#M12840</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/11273746"&gt;@TienDat.NGUYEN.Engineer&lt;/a&gt;&amp;nbsp;,&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Romanich_0-1634988489902.png" style="width: 400px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/980857i2B9F206A6431C637/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Romanich_0-1634988489902.png" alt="Romanich_0-1634988489902.png" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Model attached (Robot 2022)&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 11:28:55 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10708483#M12840</guid>
      <dc:creator>Romanich</dc:creator>
      <dc:date>2021-10-23T11:28:55Z</dc:date>
    </item>
    <item>
      <title>Re: SLS Check (Deflection and Crack)</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10709170#M12841</link>
      <description>&lt;P&gt;Hi&amp;nbsp;&lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/11273746"&gt;@TienDat.NGUYEN.Engineer&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;You have too small loads to obtain cracks for defined slab geometry and loads. Cracks appears when you increase loads in your model. I have increasd live loads to 150 kN/m2. Then X- cracks are 0.2 mm.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Sat, 23 Oct 2021 21:50:09 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/sls-check-deflection-and-crack/m-p/10709170#M12841</guid>
      <dc:creator>Krzysztof_Wasik</dc:creator>
      <dc:date>2021-10-23T21:50:09Z</dc:date>
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