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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>ROTCIVMAR NIÑO SANTILLAN's Communities Activities</title><link>https://communities.bentley.com/members/d24212a5_2d00_bb9c_2d00_4593_2d00_8f9b_2d00_7baedfa5d37e</link><description>Recent activity for people in ROTCIVMAR NIÑO SANTILLAN's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Wide Truss Canopy With Cable Questions</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/236824/wide-truss-canopy-with-cable-questions</link><pubDate>Tue, 11 Oct 2022 15:06:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:053295dd-161b-4f66-a66e-81ca64024119</guid><dc:creator>ROTCIVMAR NI&amp;#209;O SANTILLAN</dc:creator><description>&lt;p&gt;Good Day everyone,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am designing a wide truss canopy with a cable to provide support for deflection. I am having a hard time solving the warnings.&lt;/p&gt;
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&lt;p&gt;Can someone please help me solve the warnings and also teach me on how to analyze cables on STAAD, since I dont really have any knowledge regarding cable analysis.&lt;/p&gt;
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&lt;p&gt;It would be a great help on my end if this could be fixed since this truss is part of a big project.&lt;/p&gt;
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&lt;p&gt;Thank you so much and Stay Safe!&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/Shipping-Project_2D00_-Wide-Canopy-_2D00_-Wind-Model.STD"&gt;communities.bentley.com/.../Shipping-Project_2D00_-Wide-Canopy-_2D00_-Wind-Model.STD&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>What If...</title><link>https://communities.bentley.com/achievements/431b6499-29c0-4b75-9a11-0f8ab01b8e9b</link><pubDate>Tue, 12 Apr 2022 06:29:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6c7a750f-841e-4e45-ab09-dc7bdbe4f0ba</guid><dc:creator /><description>Share an idea with the community</description></item><item><title>*** ERROR: NOT ALL JOINTS LIE AT THE SAME FLOOR LEVEL.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/226143/error-not-all-joints-lie-at-the-same-floor-level</link><pubDate>Tue, 22 Feb 2022 02:35:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5440dda4-d3e6-4105-bc86-5a36c8b7ab23</guid><dc:creator>ROTCIVMAR NI&amp;#209;O SANTILLAN</dc:creator><description>&lt;p&gt;Good Morning Everyone,&lt;/p&gt;
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&lt;p&gt;I am analyzing a conveyor support and housing, The structure is located on a pier thats why I added WL &amp;amp; EL.&lt;/p&gt;
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&lt;p&gt;However, there is an error on analyzing the file. Please help me. The nodes are on the same level.&lt;/p&gt;
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&lt;p&gt;Also, please check if their are any possible errors on the structure.&lt;/p&gt;
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&lt;p&gt;It would be great help for me. Thanks&lt;/p&gt;
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&lt;p&gt;File is attached here:&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/PIER-CONVEYOR-SUPPORT.std"&gt;communities.bentley.com/.../PIER-CONVEYOR-SUPPORT.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>ZERO STIFFNESS PROBLEM</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225765/zero-stiffness-problem</link><pubDate>Mon, 14 Feb 2022 05:22:45 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:faabc1bd-1388-43f0-956b-63b96b6a0e95</guid><dc:creator>ROTCIVMAR NI&amp;#209;O SANTILLAN</dc:creator><description>&lt;p&gt;Good Morning everyone,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I need your help in this model. I modeled a simple concrete frame which acts as&amp;nbsp; a support for a conveyor housing.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;But there is a warning showing that I have there is a zero stiffness problem.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Need your help in this matter . Thank you very much.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;File is attached below.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/CONVEYOR-_2300_8.std"&gt;communities.bentley.com/.../CONVEYOR-_2300_8.std&lt;/a&gt;&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>Fri, 11 Feb 2022 02:59:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3e345502-e23b-401f-9412-fce6ca073339</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>INSTABILITY AT JOINT</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/225684/instability-at-joint</link><pubDate>Fri, 11 Feb 2022 02:58:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b085b834-6e3b-4363-9b55-6e0b287142ad</guid><dc:creator>ROTCIVMAR NI&amp;#209;O SANTILLAN</dc:creator><description>&lt;p&gt;Good Morning everyone,&lt;/p&gt;
&lt;p&gt;Can someone help me with this problem. There is no error on the analysis but lots of warnings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;It has lot of instability at joints warning.&lt;/p&gt;
&lt;p&gt;Refer to the file attached below. Thank you&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/STORAGE-RACK.std"&gt;communities.bentley.com/.../STORAGE-RACK.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>