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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>Rakshith Santhanam's Communities Activities</title><link>https://communities.bentley.com/members/90d41cae_2d00_2bba_2d00_4a81_2d00_922c_2d00_d7c5ddf053dd</link><description>Recent activity for people in Rakshith Santhanam's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Laterally loaded Pile</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/213963/laterally-loaded-pile</link><pubDate>Mon, 17 May 2021 07:48:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6d75a248-f625-4040-9b23-fee7f5f6a926</guid><dc:creator>Rakshith Santhanam</dc:creator><description>&lt;p&gt;I am a very new user of Plaxis 3D. I am trying to model a laterally loaded pile. In the Plaxis Tutorial manual there is an example of loading of a suction pile in which the pile is modelled as a rigid body but no material or thickness of pile is assigned to it. Is it not necessary to assign material?. And also how to choose the reference points for the rigid body?. All answers are welcome.&amp;nbsp;&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>Mon, 17 May 2021 01:04:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:22da8cd5-2426-4359-9f52-b6dab8321e61</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>