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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>Live load reduction factor for RC column in 2way slab system.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/243471/live-load-reduction-factor-for-rc-column-in-2way-slab-system</link><description>Hi, I&amp;#39;m designing 2way system RC structure and trying to apply live load reduction (LLred) factor in the model. (Column) 
 I read in the manual that the RAM does not automatically calculates the LLred factor for the 2way deck system. 
 So, I applied LLred</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Live load reduction factor for RC column in 2way slab system.</title><link>https://communities.bentley.com/thread/759651?ContentTypeID=1</link><pubDate>Wed, 29 Mar 2023 13:45:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:696fe717-ca43-49af-bcf6-57f67f9f9d21</guid><dc:creator>Sooik Cho</dc:creator><description>&lt;p&gt;Thank you for the fast response, Seth!&lt;/p&gt;
&lt;p&gt;I have one more question.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Q. Is it possible to specify different live load reduction for Roof live load and floor live load?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I want to specify 40% reduction on Roof live load but want to specify 45% floor live load reduction on level 11 column.&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1680097572092v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Live load reduction factor for RC column in 2way slab system.</title><link>https://communities.bentley.com/thread/759505?ContentTypeID=1</link><pubDate>Tue, 28 Mar 2023 21:38:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a1abdedc-9e0f-42c2-a270-c69cad7e67ce</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;The on-screen member force results will be unreduced. These are also broken into sub-cases 1 per beam when skip loading. Use the Report - Column Design Forces to see the reduced amounts of Live Load.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>