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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>RAM Structural System: Live load reduction</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/170979/ram-structural-system-live-load-reduction</link><description>Does RAM SS consider all the stories where I have the unreduced live load for the calculation of the tributary area that is considered for the live load reduction? Design per ASCE 7-10.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: RAM Structural System: Live load reduction</title><link>https://communities.bentley.com/thread/491660?ContentTypeID=1</link><pubDate>Thu, 15 Nov 2018 20:42:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b194fa1f-a673-4daf-9192-f8f00d9084c6</guid><dc:creator>Karthik Madhur</dc:creator><description>&lt;p&gt;Thank you Seth!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: RAM Structural System: Live load reduction</title><link>https://communities.bentley.com/thread/491655?ContentTypeID=1</link><pubDate>Thu, 15 Nov 2018 19:55:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:49f46895-ee67-46ea-9dce-3984896e16cb</guid><dc:creator>Seth Guthrie</dc:creator><description>&lt;p&gt;Here are some notes from the Ram Steel Column manual:&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Live load reduction factors are a function of the area associated with the loads acting on a member. In calculating&amp;nbsp;the reduction for a given load, the &lt;strong&gt;program only uses the area on the member associated with that live load type&lt;/strong&gt;.&amp;nbsp;For example, if part of the load on a member is Reducible and part is Storage, only the area associated with the&amp;nbsp;Reducible loads will be included in the calculation of the reduction factor on the Reducible loads, and only the&amp;nbsp;area associated with the Storage loads will be included in the calculation of the reduction factor, if permitted, on&amp;nbsp;the Storage loads.&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;In some Building Codes, the Live Load Reduction is a function of the number of stories carried by a member or is&amp;nbsp;dependent on whether the load is coming from a single level or from more than one level. The user can specify&amp;nbsp;which load types are to be considered in this determination, for the purpose of calculating Live Load Reduction.&amp;nbsp;For example the user can specify that a level carrying Roof Live Load not be included when determining the&amp;nbsp;number of levels that a member supports (this does not mean that the Roof loads are not applied). These options&amp;nbsp;appear in the Determining Number of Stories group box in the Criteria &amp;gt; Live Load Reduction command in&amp;nbsp;the RAM Manager.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>