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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>Jp Pilloses's Communities Activities</title><link>https://communities.bentley.com/members/33478665_2d00_2db1_2d00_4945_2d00_b6ff_2d00_5b59996d69d9</link><description>Recent activity for people in Jp Pilloses's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>steel section</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/190506/steel-section</link><pubDate>Sat, 28 Dec 2019 06:01:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d82f1bfc-b869-4931-aea2-aeeb744c33f2</guid><dc:creator>Jp Pilloses</dc:creator><description>&lt;p&gt;Hi Im modelling a three hinged truss in StaadProv8i for completion of our school requirements.&lt;/p&gt;
&lt;p&gt;The problem is, we should model a steel truss without failed section before new year starts.&lt;/p&gt;
&lt;p&gt;But after I run analysis, the output shows some failure beams.&lt;/p&gt;
&lt;p&gt;Can anybody else advise me for this or else correct without modification in other inputs.&lt;/p&gt;
&lt;p&gt;Thanks yall&lt;/p&gt;
&lt;p&gt;Happy New Year&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/PILLOSES_5F00_EXAM3.std"&gt;communities.bentley.com/.../PILLOSES_5F00_EXAM3.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>Sat, 28 Dec 2019 06:02:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f837e1e6-db57-4c73-bc2f-4c959066e6d5</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>