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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>James Collins's Activities</title><link>https://communities.bentley.com/members/afea78d9_2d00_e993_2d00_4453_2d00_ada6_2d00_b79e325f72e3</link><description>James Collins's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Staggered Ram Frame story shears</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248542/staggered-ram-frame-story-shears</link><pubDate>Fri, 04 Aug 2023 18:49:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:257e349a-3359-425e-af57-8325fbd18a2a</guid><dc:creator>James Collins</dc:creator><description>&lt;p&gt;I have a concrete core system where the Ram Frame story shears are plotted staggering like shown below. Why is this? I haven&amp;#39;t had this issue on previous models I&amp;#39;ve made so it&amp;#39;s concerning. Is it just a visual glitch or will it impact analysis/design?&lt;/p&gt;
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&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1691174715433v1.png" alt=" " /&gt;&lt;img style="max-height:230px;max-width:300px;" height="230" src="/resized-image/__size/600x460/__key/communityserver-discussions-components-files/5932/pastedimage1691174741577v2.png" width="300" alt=" " /&gt;&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, 04 Aug 2023 03:19:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:729ec2be-4cb3-4fdb-9755-a36ef1357d8a</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Out of Plane Shear Failure in Concrete Wall Design Module</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/233532/out-of-plane-shear-failure-in-concrete-wall-design-module</link><pubDate>Wed, 03 Aug 2022 15:51:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7bc5215b-fa9d-4fd0-98ae-79b4a2fa3d74</guid><dc:creator>GB517</dc:creator><description>&lt;p&gt;Hi, me along with everyone else in my office have been having issues with out-of-plane shear failures for our core designs. We have out-of-plane&amp;nbsp;stiffness turned off in the general criteria of RAM Frame and are still getting the failure. Any thoughts or direction to fix this issue? See below for typical failures I receive. My out of plane shear loads are almost always negligible (.08kips in the case below), but because I have 0 out of plane capacity I am still failing. Thanks in advance for any insight.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/Screenshot-2022_2D00_08_2D00_03-114247.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>