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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>Sohrab Nezami's Communities Activities</title><link>https://communities.bentley.com/members/9fa99cf6_2d00_cf69_2d00_46c5_2d00_89c0_2d00_5bdb255ee42a</link><description>Recent activity for people in Sohrab Nezami's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Differential Settlement</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/153956/differential-settlement</link><pubDate>Wed, 09 May 2018 02:12:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:75eb043e-60d8-4230-8f54-fa943dcdc16b</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;I need to consider column shortening effects on&amp;nbsp;the transfer slab of a highrise building.&lt;/p&gt;
&lt;p&gt;What&amp;#39;s the best way&amp;nbsp;to model differential settlement of supports in a PT slab?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RAM Concept - Design Envelope</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/151103/ram-concept---design-envelope</link><pubDate>Thu, 05 Apr 2018 07:16:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:676fdfb8-0ac3-4701-bb11-0e37341cc5f5</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;How can I determine&amp;nbsp;which load combination relates to a specific design envelope?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Neutral Axis Depth</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/148253/neutral-axis-depth</link><pubDate>Thu, 15 Mar 2018 06:40:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13e72cd0-93ea-47ca-9262-c1243ca6cb15</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;How can I check&amp;nbsp;neutral axis depth for any given design section in RAM Concept?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How can we cap maximum value of Ieff/Igross in RAM Concept?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/140068/how-can-we-cap-maximum-value-of-ieff-igross-in-ram-concept</link><pubDate>Wed, 23 Aug 2017 07:40:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b5504142-c649-44e1-ae0d-60e4dd7fc875</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;How can we cap maximum value of Ieff/Igross in RAM Concept?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Metal Formwork</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/148250/metal-formwork</link><pubDate>Thu, 15 Mar 2018 04:49:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:69c5faae-87e0-4320-8666-10149569bf9c</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;Is there any way to model metal formwork (Bondek, Kingflor, etc)&amp;nbsp;for&amp;nbsp;one-way slabs in RAM Concept?&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>Wed, 23 Aug 2017 00:22:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f38b57bb-8bba-4110-a8a4-55526dc75045</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Permanent Movement Joint in RAM Concept</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/123284/permanent-movement-joint-in-ram-concept</link><pubDate>Thu, 30 Jun 2016 08:42:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:81ab93ec-980e-4f65-9892-16ed6dfc90ec</guid><dc:creator>Sohrab Nezami</dc:creator><description>&lt;p&gt;Hi All&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;What is the best way of modeling Permanent Movement Joints in RAM Concept?&lt;/p&gt;
&lt;p&gt;Specifically joints which only transfer vertical shear&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>