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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>How does STAAD determine beam deflections?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203064/how-does-staad-determine-beam-deflections</link><description>Hello, 
 I am modeling a floor slab (1 ft thick) with concrete beams (all 24&amp;quot; wide x 36&amp;quot; deep). These beams will be cast monolithically with the floor slab, therefore the beams are modeled as 24&amp;quot; deep. 
 My question is how does STAAD determine the following</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How does STAAD determine beam deflections?</title><link>https://communities.bentley.com/thread/608985?ContentTypeID=1</link><pubDate>Mon, 14 Sep 2020 16:41:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:588a6bcf-8691-49fb-9aef-88ebf4e09d1c</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;Yes -0.23 in is the deflection at&amp;nbsp;node 1660. The literature I referred you to describes how stiffness analysis is carried out by STAAD.Pro. I am not sure how you can hand calculate and match the value of -0.23 inches because it is not just a simply supported beam in isolation but rather one that is connected to a slab which is a two way type element ( transferring load in both directions) and directly influences the displacement of the beam. Moreover the element matrices/global matrices also involve terms related to shear deformations which are not accounted for in hand calculations.&amp;nbsp;If you want&amp;nbsp;to do some&amp;nbsp;verification on the software, there are a number of&amp;nbsp;verification examples&amp;nbsp;that you can find at&lt;/p&gt;
&lt;p&gt;&lt;a href="https://docs.bentley.com/LiveContent/web/STAAD.Pro%20Help-v11/en/GUID-8C62E6A3-4470-4E9E-92DB-4878EB27DF9D.html"&gt;https://docs.bentley.com/LiveContent/web/STAAD.Pro%20Help-v11/en/GUID-8C62E6A3-4470-4E9E-92DB-4878EB27DF9D.html&lt;/a&gt;&amp;nbsp;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How does STAAD determine beam deflections?</title><link>https://communities.bentley.com/thread/608963?ContentTypeID=1</link><pubDate>Mon, 14 Sep 2020 15:43:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:866fff3e-794b-4961-a91a-420d2b382fef</guid><dc:creator>Pascual Mauricio</dc:creator><description>&lt;p&gt;By saying &amp;quot;displacement at the node at the start of the member&amp;quot;, do you mean for this case the deflection is at node 1660?&amp;nbsp;&lt;br /&gt;If so, yes I understand that. What I don&amp;#39;t understand is how STAAD is getting that deflection.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;There are several beam segments along the line in red. I modeled beams between nodes with the plate mesh along the red line I show.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The literature on the stiffness analysis you shared didn&amp;#39;t help on understanding how STAAD is getting the deflection of -0.230 in. Trying to do hand calcs to compare, I am not getting anything close.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How does STAAD determine beam deflections?</title><link>https://communities.bentley.com/thread/608741?ContentTypeID=1</link><pubDate>Sat, 12 Sep 2020 01:39:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a40edadd-12b3-49d3-83f8-47b2b6f7c0fd</guid><dc:creator>Sye</dc:creator><description>&lt;p&gt;The displacement you circled is the Global displacement in Y&amp;nbsp;at the start of the beam. So basically&amp;nbsp;this is&amp;nbsp;the displacement&amp;nbsp;at the node&amp;nbsp;at the start of the member.&amp;nbsp;For the beam and the slab&amp;nbsp;to be&amp;nbsp;considered as monolithic, please make sure that the beam is broken up into segments in line with the plate mesh.&lt;/p&gt;
&lt;p&gt;Details on how the stiffness analysis is carried out by STAAD.Pro is available at&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://docs.bentley.com/LiveContent/web/STAAD.Pro%20Help-v11/en/GUID-3ED02290-F1A5-4EA7-8313-8A23C75A9F19.html"&gt;https://docs.bentley.com/LiveContent/web/STAAD.Pro%20Help-v11/en/GUID-3ED02290-F1A5-4EA7-8313-8A23C75A9F19.html&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>