<?xml version="1.0" encoding="UTF-8"?>
<rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" version="2.0">
  <channel>
    <title>topic RC slab design in Robot Structural Analysis Forum</title>
    <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13303170#M728</link>
    <description>&lt;P&gt;I am designing a relatively simple thick RC slab.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The analysis indicate defections equal to 18mm. The bending results are as expected.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In the reinforcement design the deflection's are shown as 101mm and the rebar required way above the expected.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Why is there such a great difference between the deflections in the analysis and the reinforcement design module.&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Thu, 06 Feb 2025 10:12:28 GMT</pubDate>
    <dc:creator>romanAV48J</dc:creator>
    <dc:date>2025-02-06T10:12:28Z</dc:date>
    <item>
      <title>RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13303170#M728</link>
      <description>&lt;P&gt;I am designing a relatively simple thick RC slab.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;The analysis indicate defections equal to 18mm. The bending results are as expected.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In the reinforcement design the deflection's are shown as 101mm and the rebar required way above the expected.&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Why is there such a great difference between the deflections in the analysis and the reinforcement design module.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 06 Feb 2025 10:12:28 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13303170#M728</guid>
      <dc:creator>romanAV48J</dc:creator>
      <dc:date>2025-02-06T10:12:28Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305283#M729</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/16869096"&gt;@romanAV48J&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Could you zip and atach your model&lt;/P&gt;</description>
      <pubDate>Fri, 07 Feb 2025 09:13:34 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305283#M729</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2025-02-07T09:13:34Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305295#M730</link>
      <description>&lt;P&gt;The zip file is attached. Many thanks.&lt;/P&gt;</description>
      <pubDate>Fri, 07 Feb 2025 09:21:02 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305295#M730</guid>
      <dc:creator>romanAV48J</dc:creator>
      <dc:date>2025-02-07T09:21:02Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305358#M731</link>
      <description>Hi Simau,&lt;BR /&gt;The model is attached. Hope that you will get it.&lt;BR /&gt;&lt;BR /&gt;Many thanks,&lt;BR /&gt;&lt;BR /&gt;Roman</description>
      <pubDate>Fri, 07 Feb 2025 09:55:08 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305358#M731</guid>
      <dc:creator>romanAV48J</dc:creator>
      <dc:date>2025-02-07T09:55:08Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305580#M732</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/16869096"&gt;@romanAV48J&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;First are you sure about the direction of the LL1 load case.&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Simau_0-1738928210156.jpeg" style="width: 463px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1464017iCEBBBA28D5B5D07E/image-dimensions/463x320?v=v2" width="463" height="320" role="button" title="Simau_0-1738928210156.jpeg" alt="Simau_0-1738928210156.jpeg" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;You can't compare the deformations from Maps and those calculated in required reinforcements which depend on the parameters in "reinforcement type"&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Simau_1-1738928301063.jpeg" style="width: 600px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1464018i912057054A40B1A5/image-size/medium?v=v2&amp;amp;px=400" role="button" title="Simau_1-1738928301063.jpeg" alt="Simau_1-1738928301063.jpeg" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;I created new ULS and SLS combinations according to the BS code to design the slab:&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Simau_2-1738928509015.jpeg" style="width: 633px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1464020iD3DC80CDF68BE7FC/image-dimensions/633x299?v=v2" width="633" height="299" role="button" title="Simau_2-1738928509015.jpeg" alt="Simau_2-1738928509015.jpeg" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Simau_4-1738928694485.jpeg" style="width: 633px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1464023i36B1BBFB17C7602E/image-dimensions/633x367?v=v2" width="633" height="367" role="button" title="Simau_4-1738928694485.jpeg" alt="Simau_4-1738928694485.jpeg" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;&lt;span class="lia-inline-image-display-wrapper lia-image-align-inline" image-alt="Simau_5-1738928733774.jpeg" style="width: 632px;"&gt;&lt;img src="https://forums.autodesk.com/t5/image/serverpage/image-id/1464025iB0AE8C8B4F09647C/image-dimensions/632x373?v=v2" width="632" height="373" role="button" title="Simau_5-1738928733774.jpeg" alt="Simau_5-1738928733774.jpeg" /&gt;&lt;/span&gt;&lt;/P&gt;
&lt;P&gt;Model attached&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;&amp;nbsp;&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>Fri, 07 Feb 2025 11:46:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305580#M732</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2025-02-07T11:46:53Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305728#M733</link>
      <description>&lt;P&gt;Thank you for this Simau.&lt;/P&gt;&lt;P&gt;The model is of an&amp;nbsp; shaft base. The LL is due to water pressure/heave this is why it is pointing up. The FOS are also slightly different from the FOS in the codes.&lt;/P&gt;&lt;P&gt;I an relatively new to Robot and still getting grips of how it works. In the slab model V1 there 2 different displacements indicated. One 8mm the other 20mm.&amp;nbsp; What loading condition do the 8mm and 20mm represent? Does the reinforcement area (required/provided) affect the deflections output? Can the crack width limit be changed in "reinforcement parameters". I have tried to change the crack width limits as an experiment but it did not affect the results.&amp;nbsp;&lt;/P&gt;&lt;P&gt;All the best&lt;/P&gt;&lt;P&gt;Roman&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 07 Feb 2025 13:01:46 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13305728#M733</guid>
      <dc:creator>romanAV48J</dc:creator>
      <dc:date>2025-02-07T13:01:46Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13306077#M734</link>
      <description>&lt;P&gt;Hi &lt;a href="https://forums.autodesk.com/t5/user/viewprofilepage/user-id/16869096"&gt;@romanAV48J&lt;/a&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;&lt;SPAN class="HwtZe"&gt;&lt;SPAN class="jCAhz ChMk0b"&gt;&lt;SPAN class="ryNqvb"&gt;I recommend you to watch this webinar (starting at 19:25)&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/SPAN&gt;&lt;/P&gt;
&lt;P&gt;&lt;SPAN class="HwtZe"&gt;&lt;A href="https://www.youtube.com/watch?v=YvVRNFH8_cc&amp;amp;list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk&amp;amp;index=5&amp;amp;ab_channel=AutodeskBuildingSolutions" target="_blank"&gt;https://www.youtube.com/watch?v=YvVRNFH8_cc&amp;amp;list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk&amp;amp;index=5&amp;amp;ab_channel=AutodeskBuildingSolutions&lt;/A&gt;&lt;/SPAN&gt;&lt;/P&gt;</description>
      <pubDate>Fri, 07 Feb 2025 15:25:18 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13306077#M734</guid>
      <dc:creator>Simau</dc:creator>
      <dc:date>2025-02-07T15:25:18Z</dc:date>
    </item>
    <item>
      <title>Re: RC slab design</title>
      <link>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13306083#M735</link>
      <description>&lt;P&gt;Much appreciated. Thank you for your time and help.&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Fri, 07 Feb 2025 15:27:31 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-slab-design/m-p/13306083#M735</guid>
      <dc:creator>romanAV48J</dc:creator>
      <dc:date>2025-02-07T15:27:31Z</dc:date>
    </item>
  </channel>
</rss>

