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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>Edgar Espejo's Activities</title><link>https://communities.bentley.com/members/9e96750f_2d00_ba39_2d00_4a54_2d00_82a7_2d00_509c989e3d37</link><description>Edgar Espejo's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Design masonry shear wall</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/187014/design-masonry-shear-wall</link><pubDate>Tue, 15 Oct 2019 14:03:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e191aa5f-5612-4110-9bfa-4bb1d00dc5a0</guid><dc:creator>Paul Bailey</dc:creator><description>&lt;p&gt;Hi,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Can I have the link for the tutorial of design of masonry shear walls.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Whole Floor inactive</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/148881/whole-floor-inactive</link><pubDate>Wed, 28 Mar 2018 14:21:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a3f20e7c-6eb0-4350-8a07-b70e1d169588</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;Good morning,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;i try to model a masonry building on the Ram Modeler, went i try to apply deck mode for the floor the Whole Floor command is inactive.&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/5141.Untitled.jpg" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Lateral Force</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145342/lateral-force</link><pubDate>Mon, 08 Jan 2018 17:20:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:23f4cddf-c44d-47e2-a71b-9a6028e7c983</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;Good morning,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m using RAM Element.&lt;/p&gt;
&lt;p&gt;I try to design some shear wall for a 5 story building, I run all the load and went I try to make the design by Modulus as Wall design, no load is take by the shells ( Shear wall ) even if I try to imput the load manual, the software don&amp;#39;t make the design ad a shear wall.&lt;/p&gt;
&lt;p&gt;I would like to send somebody the model to see if I have anything wrong or if there is any video or help that I can use let me know.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Seismic Load Generation</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145080/seismic-load-generation</link><pubDate>Tue, 02 Jan 2018 19:11:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:65a8b212-dbc6-45c9-ad02-6aef8a275b0a</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;I am using RAM Element for the analysis and design&amp;nbsp;of a concrete building, resisting by&amp;nbsp;shear wall&amp;nbsp;for lateral force.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I having trouble try to generate&amp;nbsp;the load and to apply those forces to the shells (shear wall). What is the best way to do it?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank you. &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>Fri, 29 Dec 2017 04:35:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7b62919f-7cdc-4cec-a4a6-330189b656ff</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Best way to model a Shear Wall in a 3D Analysis. Including opening.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/145008/best-way-to-model-a-shear-wall-in-a-3d-analysis-including-opening</link><pubDate>Fri, 29 Dec 2017 18:24:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bde3c317-1e42-4d92-8b51-fd0a0c4a0855</guid><dc:creator>Edgar Espejo</dc:creator><description>&lt;p&gt;Hi colleague,&lt;/p&gt;
&lt;p&gt;I&amp;#39;m trying to perform a 3D analysis and design to a concrete structure, lateral resistance on shear wall, how is the best way to introduce the shear wall, as shell or as member, the big problem with the member I don&amp;#39;t&amp;nbsp;find the proper command to make opening in it. &amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>