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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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>How to model/analyze mat foundation with lots of steel embedment plates on top of slab, in STAAD Foundation Advanced?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/233889/how-to-model-analyze-mat-foundation-with-lots-of-steel-embedment-plates-on-top-of-slab-in-staad-foundation-advanced</link><description>How to model mat foundation with lots of steel embedment plates on top in STAAD Foundation Advanced? (embedment plates with 6 inch long studs are covering approx. 75% of of slab area). Is there any trick to account for the difference in material properties</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to model/analyze mat foundation with lots of steel embedment plates on top of slab, in STAAD Foundation Advanced?</title><link>https://communities.bentley.com/thread/726560?ContentTypeID=1</link><pubDate>Mon, 15 Aug 2022 11:48:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1a4b61af-17b0-4579-9ae4-fc13d27735dc</guid><dc:creator>Prabhash Shah</dc:creator><description>&lt;p&gt;No, it&amp;#39;s not part of structural load resisting system.&lt;/p&gt;
&lt;p&gt;ok, will try modeling as solid element. Thanks for your response.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model/analyze mat foundation with lots of steel embedment plates on top of slab, in STAAD Foundation Advanced?</title><link>https://communities.bentley.com/thread/726214?ContentTypeID=1</link><pubDate>Fri, 12 Aug 2022 05:37:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1f72b4fb-a117-4d07-bd0b-cf2aa1b1bcb6</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;If the steel embedment plates are part of the structural system, it better to model the entire system in STAAD.Pro using plates and sold elements.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model/analyze mat foundation with lots of steel embedment plates on top of slab, in STAAD Foundation Advanced?</title><link>https://communities.bentley.com/thread/726206?ContentTypeID=1</link><pubDate>Fri, 12 Aug 2022 04:58:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6e7c309f-eba5-45d4-a0d8-11e8ac812bdf</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;Are the steel embedment the part of structural load resisting system? if they are not, you can consider their weights in the model,&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>