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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>KOJUNHWAN 고준환's Communities Activities</title><link>https://communities.bentley.com/members/1ec06534_2d00_6ecd_2d00_4fbb_2d00_9fbe_2d00_84e399c92b49</link><description>Recent activity for people in KOJUNHWAN 고준환's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Seismic load problem in staad</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/213024/seismic-load-problem-in-staad</link><pubDate>Fri, 23 Apr 2021 17:49:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3ee59843-0f4c-4e39-bac2-6f1e6ce717a9</guid><dc:creator>KOJUNHWAN 고준환</dc:creator><description>&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/3125.JPG" /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/2656.JPG" /&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/51568.JPG" /&gt;&lt;/p&gt;
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&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;When (-)FY is inserted, it works without any problem. By the way, in the case of (+) FY load, is the FY value of DL reaction force and seismic load different?&lt;/span&gt;&lt;/pre&gt;
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&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span lang="en"&gt;How to calculate the moment value that should be applied to the bolt at this time?&lt;br /&gt;
Example) 13 + 5 = 18 kN m&lt;br /&gt;
Is it right to put it in this way?&lt;/span&gt;&lt;/pre&gt;
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&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span lang="en"&gt;Please help me&lt;/span&gt;&lt;/pre&gt;
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