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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>Please Check the defects in Staad design and Give a solution</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/92540/please-check-the-defects-in-staad-design-and-give-a-solution</link><description>Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Please Check the defects in Staad design and Give a solution</title><link>https://communities.bentley.com/thread/779637?ContentTypeID=1</link><pubDate>Tue, 29 Aug 2023 10:31:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f538ff44-bf69-4607-8a7d-eb995e27e5f8</guid><dc:creator>Abhisek M</dc:creator><description>&lt;p&gt;You should use ENSH for the beams only and not for columns. I guess the position is correct. Instead of all only define the beams using ENSH and try. If still the issue persists upload the file here.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Please Check the defects in Staad design and Give a solution</title><link>https://communities.bentley.com/thread/779320?ContentTypeID=1</link><pubDate>Sun, 27 Aug 2023 10:42:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bc7b65bc-a65c-4a50-9df3-7320785f516a</guid><dc:creator>Akash Vasudevan</dc:creator><description>&lt;p&gt;Can u pl tell me where should i paste this &amp;quot;&lt;span&gt;ENSH 1 MEMB ALL&amp;quot;. I pasted this before DESIGN BEAM. i am getting result as error saying erroneous data&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Please Check the defects in Staad design and Give a solution</title><link>https://communities.bentley.com/thread/602934?ContentTypeID=1</link><pubDate>Sat, 08 Aug 2020 10:51:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13856cc2-1a52-4518-8ac6-3829f183bac3</guid><dc:creator>GOWTHAMI V </dc:creator><description>&lt;p&gt;How to recover this error ... in my model i have checked there is no&amp;nbsp; beams are additionally subdivided..&amp;nbsp; pls get source to sort out this error .. Thanks in advance...&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Please Check the defects in Staad design and Give a solution</title><link>https://communities.bentley.com/thread/266536?ContentTypeID=1</link><pubDate>Thu, 14 Nov 2013 13:15:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:712ac620-0dbd-4dfe-8d05-382ada146748</guid><dc:creator>Surojit Ghosh</dc:creator><description>&lt;p&gt;&lt;strong&gt;&lt;span style="font-family:arial, helvetica, sans-serif;font-size:small;color:#333399;"&gt;Hi,&lt;/span&gt;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:arial, helvetica, sans-serif;font-size:small;color:#333399;"&gt;I have analyzed your model in STAAD.Pro build 20.07.09.31. There are no error messages, only three warning messages as:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:arial, helvetica, sans-serif;font-size:small;color:#333399;"&gt;&amp;nbsp; &amp;nbsp;*** WARNING:LENGTH TO DEPTH RATIO FOR MEMBER &amp;nbsp; &amp;nbsp;141 IS LESS THAN 2.5.&lt;/span&gt;&lt;/p&gt;
&lt;div&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="font-size:small;font-family:arial, helvetica, sans-serif;color:#333399;"&gt;Deep beam is not designed in STAAD. Thus whenever a beam is sub-divided into many sub-beams or you model a beam of small length, then L/d ratio is decreased since in this case length (L) is the length of the sub-beam and not the whole length of the beam extending between two columns. Thus a warning message is thrown to let the users know about the fact. In this case ordinary shear check will be performed.&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;I would suggest that you use ENSH 1&lt;/span&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&amp;nbsp; &lt;/span&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;parameter for those beams where the program reports L/d is less than 2.5 to ignore enhanced shear strength. You can use the following command in your model.&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p class="MsoNormal"&gt;&lt;span style="color:#333399;font-family:arial, helvetica, sans-serif;font-size:small;"&gt;ENSH 1 MEMB &amp;lt;member number&amp;gt;&lt;/span&gt;&lt;/p&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>