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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>Muchammad Wicaksono's Activities</title><link>https://communities.bentley.com/members/f669abd5_2d00_7673_2d00_4dfb_2d00_ba4c_2d00_8b94649d410f</link><description>Muchammad Wicaksono's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Mon, 22 May 2023 02:54:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a510329e-d8f3-49cd-b3ef-e20bb2a2ed8f</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>MULTI RESPONSE MODIFICATION FACTOR</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245613/multi-response-modification-factor</link><pubDate>Mon, 22 May 2023 09:23:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4ad8b4d0-6630-4f7e-aaef-33e7d63c4018</guid><dc:creator>Muchammad Wicaksono</dc:creator><description>&lt;p&gt;Hallo, i have model with combination of steel ordinary moment frame (OMF) and concrete special moment&amp;nbsp; resisting frame (SRMF).&lt;/p&gt;
&lt;p&gt;is there a way to create multi response seismic factor (R) in 1 staad file?&lt;/p&gt;
&lt;p&gt;with R for steel 3.5, and&lt;/p&gt;
&lt;p&gt;R for concrete is 8.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;or the only way is to divide the design file to design this issue?&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;&lt;img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/pastedimage1684747485903v1.png" alt=" " /&gt;&lt;/strong&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>