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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>structural  engineer 2019's Communities Activities</title><link>https://communities.bentley.com/members/845cc2c8_2d00_bf5e_2d00_42aa_2d00_b2c6_2d00_88575a27f537</link><description>Recent activity for people in structural  engineer 2019's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Etabs Floor to RAM Concept</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/141962/etabs-floor-to-ram-concept</link><pubDate>Thu, 12 Oct 2017 22:09:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2f6b6c07-ed28-4a5f-bfc0-c1d33d9cec59</guid><dc:creator>Faroque Hossain</dc:creator><description>&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/EtabsMeshToRamConcept.zip"&gt;communities.bentley.com/.../EtabsMeshToRamConcept.zip&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;This software will transfer Etabs floor directly to RAM Concept. First to export etabs file to e2k format. Then use the exporter to export to GFCC format which can be imported to RAM Concept by File &amp;lt;&amp;lt; SYNC STAAD &amp;lt;&amp;lt; NEW GFCC file command. Please share your opinion of report me any bugs.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Elevation of tendons</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174402/elevation-of-tendons</link><pubDate>Tue, 29 Jan 2019 20:24:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e60b3a76-bad6-4270-ad98-4791ad3b4278</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;How can i export the tendon ele&lt;img alt=" " src="/resized-image/__size/500x300/__key/communityserver-discussions-components-files/5932/Autodesk-AutoCAD-2014-_2D00_-_5B00_basement-final-PT-Drawing-Without-Expantion.jpg" /&gt;va&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Autodesk-AutoCAD-2014-_2D00_-_5B00_basement-final-PT-Drawing-Without-Expantion.jpg" /&gt;tion at stations each 1m along the tendon path?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>layout of tendons and spans</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174733/layout-of-tendons-and-spans</link><pubDate>Wed, 06 Feb 2019 08:13:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8bdc59f6-567d-4763-84f3-2a40bdc85dcb</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;&lt;img alt=" " height="473" src="/resized-image/__size/400x400/__key/communityserver-discussions-components-files/5932/TETRAGONAL.jpg" width="538" /&gt;&lt;/p&gt;
&lt;p&gt;what is your opinion in layout of tendons for this post-tensioned slab????&lt;/p&gt;
&lt;p&gt;&lt;span style="background-color:#999999;"&gt;notes&lt;/span&gt;:&lt;/p&gt;
&lt;p&gt;spacing = 1.5 m&lt;/p&gt;
&lt;p&gt;max span = 9 m , slab thickness= 250 mm&lt;/p&gt;
&lt;p&gt;each tendon contains 5 strands (12.7 mm)&lt;/p&gt;
&lt;p&gt;can you suggest span layout to design sections????&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>jack elongation in RAM CONCEPT</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174621/jack-elongation-in-ram-concept</link><pubDate>Mon, 04 Feb 2019 07:00:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:83ea6b93-3dd5-46c2-865c-aafb0773c603</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;Does ram concept give the elongation&amp;nbsp;after&amp;nbsp; stressing and removing of the jack or it gives the final effective elongation after seat loss ( 6 mm)&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " height="248" src="/resized-image/__size/250x240/__key/communityserver-discussions-components-files/5932/jack-elongation.jpg" width="306" /&gt;&lt;/p&gt;
&lt;p&gt;In other meaning, what is the elongation that&amp;nbsp;the designer&amp;nbsp; types in the pt drawing, and the site engineer&amp;nbsp;will finally check.( 63.3 mm , 69.3 mm, or 56.7 mm)&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Modeling and designing post tensioned Mat foundation.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/174491/modeling-and-designing-post-tensioned-mat-foundation</link><pubDate>Thu, 31 Jan 2019 08:46:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:09f48b1f-6b96-4fce-9084-95d1f85a0418</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;Hi All engineers ,&lt;br /&gt;please i need any video or tutorial explaining the analysis and design of post-tensioned raft (Mat) foundation on soil and model the prestressing tendons and stages of loading where each floor add some dead and live and earthquake loads.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Discussion Starter I</title><link>https://communities.bentley.com/achievements/21025ab1-febb-4fb4-a872-d32a921cb45c</link><pubDate>Wed, 30 Jan 2019 17:33:34 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f01d1f14-4ba5-4dae-a3a2-85a3a7711eb5</guid><dc:creator /><description>Start a discussion in a forum that receives 5 replies.</description></item><item><title>Modeling of i section  beam  in ram concept</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/173757/modeling-of-i-section-beam-in-ram-concept</link><pubDate>Wed, 16 Jan 2019 08:56:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2f883957-3bb4-4769-8fbe-5d5859290615</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;Hi all,&lt;/p&gt;
&lt;p style="text-align:left;"&gt;How can I model an isolated&amp;nbsp; post tensioned &lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/images.png" /&gt;&lt;/p&gt;
&lt;p style="text-align:left;"&gt;i-section beam in Ram Concept&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Design strips</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/173174/design-strips</link><pubDate>Sat, 05 Jan 2019 08:10:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:40ecef02-8733-4506-b4cb-13b21d7e3ced</guid><dc:creator>structural  engineer 2019</dc:creator><description>&lt;p&gt;please mark&amp;nbsp; the best span segments for the given plan.&lt;/p&gt;
&lt;p&gt;reinforcement will be in x , y directions.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/800x600/__key/communityserver-discussions-components-files/5932/system.png" /&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, 05 Jan 2019 02:45:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bba91e84-f0bd-423d-bac7-f0c7cbfa7806</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>