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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>javad sanjari's Activities</title><link>https://communities.bentley.com/members/5accb946_2d00_0ea6_2d00_47f2_2d00_a220_2d00_b70e3a07583e</link><description>javad sanjari's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Designing double channel-front to front</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/130017/designing-double-channel-front-to-front</link><pubDate>Sun, 25 Dec 2016 11:21:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:79c73e8d-9320-4015-bb06-be93819510e7</guid><dc:creator>javad sanjari</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;I have a strucrure that has modeled in staad pro and there are some double channels(front to front) for vertical bracing sections. When i want to design structure using &amp;nbsp;AISC-360(ASD) there are some warning that tell me design of section for these members is not supported but when i use double channel(back to back) there is no problem. please someone tell me what&amp;#39;s wrong with double channel(front to front) and is there anyway for designing this kind of sections using staad pro?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Decrease load combinations</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/129880/decrease-load-combinations</link><pubDate>Wed, 21 Dec 2016 07:43:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:27bdf9e8-ccbe-4652-90a0-fdc1ed6f087d</guid><dc:creator>javad sanjari</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;I&amp;#39;m learning staad pro and I&amp;#39;m working on staad pro v8i(2007).&lt;/p&gt;
&lt;p&gt;I&amp;#39;m trying to model a structure which has following load cases:&lt;/p&gt;
&lt;p&gt;-dead&lt;/p&gt;
&lt;p&gt;-Live&lt;/p&gt;
&lt;p&gt;-snow&lt;/p&gt;
&lt;p&gt;-pipe-empty&lt;/p&gt;
&lt;p&gt;-pipe-oper&lt;/p&gt;
&lt;p&gt;-pipe-test&lt;/p&gt;
&lt;p&gt;-thermal-x&lt;/p&gt;
&lt;p&gt;-thermal-z&lt;/p&gt;
&lt;p&gt;-Temperature&lt;/p&gt;
&lt;p&gt;-cable-tray&lt;/p&gt;
&lt;p&gt;-equipment-empty&lt;/p&gt;
&lt;p&gt;-equipment-oper&lt;/p&gt;
&lt;p&gt;-equipment-test&lt;/p&gt;
&lt;p&gt;-wind-xp&lt;/p&gt;
&lt;p&gt;-wind-xn&lt;/p&gt;
&lt;p&gt;-wind-zp&lt;/p&gt;
&lt;p&gt;-wind-zn&lt;/p&gt;
&lt;p&gt;-quake-x&lt;/p&gt;
&lt;p&gt;-quake-z&lt;/p&gt;
&lt;p&gt;-quake-y&lt;/p&gt;
&lt;p&gt;-crane-dead&lt;/p&gt;
&lt;p&gt;-crane-live&lt;/p&gt;
&lt;p&gt;-crane-longitudinal&lt;/p&gt;
&lt;p&gt;-crane-transverse&lt;/p&gt;
&lt;p&gt;Some of above &amp;nbsp;load cases act on positive and negative direction and I should use them in positive and negative form in load combinations. For example for the following load combination&lt;/p&gt;
&lt;p&gt;(Dead+live+snow+pipe-oper+pipe-anchor+ cable-tray+ thermal-x+ thermal-z+temperature+equipment-oper+crane-dead+crane-live+ crane-longitudinal+ crane-transverse)&lt;/p&gt;
&lt;p&gt;6 of them act on positive and negative and if I want to use them I should use 64 load combinations and since I have a lot of combinations I should use over 1900 load combinations for service and ultimate level and after that the program will inform me that your system is on low memory.&lt;/p&gt;
&lt;p&gt;Is there anyway to decrease these load combinations?&lt;/p&gt;
&lt;p&gt;For example in SAP2000 there is a way:&lt;/p&gt;
&lt;p&gt;At first we combine a load case that acts on positive direction with its negative direction &amp;nbsp;(load combination type should be envelope) and then we use it in load combination so the 64 load combinations will decrease to just 1 load combination.&lt;/p&gt;
&lt;p&gt;Please help me?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>