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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/"><channel><title>Abu Ahamed's Activities</title><link>https://communities.bentley.com/members/2f47e4da_2d00_7843_2d00_43a3_2d00_9b72_2d00_f5be56c8ed36</link><description>Abu Ahamed's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186540/my-query-is-if-a-beam-segmented-by-plate-mesh-then-should-i-check-deflection-of-each-segment-or-only-count-the-total-beam-for-global-deflection-please-give-me-a-clear-understanding-of-this-issue</link><pubDate>Sun, 06 Oct 2019 01:11:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:63c648ad-7d6e-404b-9535-4d86cdbbbd3c</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;My query is if a beam segmented by plate mesh then should I check deflection of each segment or only count the total beam for global deflection. Please give me a clear understanding of this issue.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Staad pro analysis</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/186580/staad-pro-analysis</link><pubDate>Mon, 07 Oct 2019 16:21:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0d0dd21d-5976-4002-b4d1-d14a54bb32c6</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;Can anyone please help me to understand the following issue which I am confused about displacement check. I am a novice&amp;nbsp;in staad pro.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;My question is, should I check the displacement of a full-length beam or the segment of a beam that is cut in many segments due to make plate mesh above the beam.&lt;/p&gt;
&lt;p&gt;If my question is not clear please let me know.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Staad pro analysis</title><link>https://communities.bentley.com/help/f/communities-feedback-forum/186556/staad-pro-analysis</link><pubDate>Mon, 07 Oct 2019 02:08:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ba1b19ae-a39f-486e-8ff7-58d063f8b518</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;Can anyone please help me to understand the following issue which I am confused about displacement check. I am a novice&amp;nbsp;in staad pro.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;My question is, should I check the displacement of a full-length beam or the segment of a beam that is cut in many segments due to make plate mesh above the beam.&lt;/p&gt;
&lt;p&gt;If my question is not clear please let me know.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>I have done a model and able to connect some beam members in beam-column-flange-baseplate but cannot create beam-girder connections of similar members, what is the problem, can anybody help me, please. I have attached my analyzed files.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/185247/i-have-done-a-model-and-able-to-connect-some-beam-members-in-beam-column-flange-baseplate-but-cannot-create-beam-girder-connections-of-similar-members-what-is-the-problem-can-anybody-help-me-please-i-have-attached-my-analyzed</link><pubDate>Sun, 08 Sep 2019 23:50:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5dea0cee-5e6f-4123-8a0b-09f04c7571eb</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/warehouse27.8.19_2D00_2_2D00_with-water-tank_2D00_ac-roof_2D00_3only.std"&gt;communities.bentley.com/.../warehouse27.8.19_2D00_2_2D00_with-water-tank_2D00_ac-roof_2D00_3only.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>My staad file showing errors about erroneous data but not finding any kind of solution. Can anyone help me please? I have attached my staad file.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/184626/my-staad-file-showing-errors-about-erroneous-data-but-not-finding-any-kind-of-solution-can-anyone-help-me-please-i-have-attached-my-staad-file</link><pubDate>Tue, 27 Aug 2019 21:29:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d83e4876-dd30-485f-9c03-3561c8834892</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/warehouse27.8.19_2D00_10.13.std"&gt;communities.bentley.com/.../warehouse27.8.19_2D00_10.13.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How can I remove errors during making joint for steel structure in staad pro?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/167396/how-can-i-remove-errors-during-making-joint-for-steel-structure-in-staad-pro</link><pubDate>Sat, 01 Sep 2018 13:57:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ca92b677-8a32-46cd-bfb2-5c19f9f66a5d</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;Dear sir,&lt;/p&gt;
&lt;p&gt;Please help me in ram connection method in staad pro, it shows &amp;quot;Unable to create joint....&amp;quot; and other errors like &amp;quot;Only I shape can join..&amp;quot; etc. in my attached staad file. How can I remove those errors and do my job smoothly. Please advise me elaborately.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Steel-connection-problem.png" /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Steel-structure_2D00_sample.std"&gt;communities.bentley.com/.../Steel-structure_2D00_sample.std&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;With Regards&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Ahamed&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Sat, 01 Sep 2018 06:48:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:86cfa627-006a-4089-8e73-04be95da0ae3</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Canopy truss model check</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/153700/canopy-truss-model-check</link><pubDate>Thu, 03 May 2018 13:59:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:08b9e818-2c77-4181-b706-f6985cfba580</guid><dc:creator>Abu Ahamed</dc:creator><description>&lt;p&gt;Good day everyone.&lt;/p&gt;
&lt;p&gt;I am new in this community and also new in using of Staad pro. Now I need experts help and suggestions to check my staad analysis. I have done a truss canopy analysis of 15ft long, 21.92ft width and 15ft height where 2nos RCC column exist from previously. Other all members are newly joint to make up the truss canopy structure in this model. Can anyone help me that my way of analysis and results in this model are okay or not and what are the defects or how can I more improve my analysis?&lt;/p&gt;
&lt;p&gt;Thanks and best regrads&lt;/p&gt;
&lt;p&gt;Ahamed&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>