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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>Mohamed Emam's Activities</title><link>https://communities.bentley.com/members/e94e2a9d_2d00_be1d_2d00_487a_2d00_8cd7_2d00_5cc9918e7f49</link><description>Mohamed Emam's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>plate properties (PLAXIS 2d vs PLAXIS 3D)</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/235840/plate-properties-plaxis-2d-vs-plaxis-3d</link><pubDate>Tue, 20 Sep 2022 07:39:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6dec0221-9862-40f8-95d8-4e6d5ac27e14</guid><dc:creator>Faisal Ahmed</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
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&lt;p&gt;I have a question about the plate properties in PLAXIS. In 2D, there is a specific input as &amp;quot;unit weight (w)&amp;quot; and in 3D, there is another specific unit weight as &amp;quot; unit weight (gamma)&amp;quot;. I know how to get the unit weight for PLAXIS 3D but for 2D, I came to know the unit weight of the soil has to be deducted from the unit weight of the plate material. I could not find any good reference about why it has to be done like this in PLAXIS 2D and so I seek your help to help me resolve this confusion. Please help.&lt;/p&gt;
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&lt;p&gt;Thank you&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>