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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>Load Combinations Using Moving Loads</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/91568/load-combinations-using-moving-loads</link><description>I have run into this problem several times now and have not found a good solution for it yet. I am modling a large structure in which I need to consider several loaded lanes of traffic traveling accross it. To generate the moving truck loads I am using</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Load Combinations Using Moving Loads</title><link>https://communities.bentley.com/thread/652777?ContentTypeID=1</link><pubDate>Tue, 01 Jun 2021 04:33:52 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fb91c94b-03f1-49e2-810d-b5a2140e4a83</guid><dc:creator>xl 5889</dc:creator><description>&lt;p&gt;Can i do it directly on GUI without using Staadeditor ? I am not familiar with editor though , this is prone to mistake&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Load Combinations Using Moving Loads</title><link>https://communities.bentley.com/thread/353046?ContentTypeID=1</link><pubDate>Fri, 15 Jan 2016 13:56:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7803e2bd-1ad8-4d0a-a1e6-0cff45d5fa2c</guid><dc:creator>Matt Kline</dc:creator><description>Here is a model that will combine the moving loads into the load combinations. It is rather impractical on a large scale due to the number of load cases the moving loads generate and the associated analysis time, but it seems this is the only way to do it...&lt;br /&gt;
&lt;br /&gt;
 You need to create your &amp;quot;load combinations&amp;quot; as REPEAT LOADS. You then need to ADD LOAD these repeat loads to the generates moving load. You would also need to create multiple VEHICLE DEFINITIONS in order to get the correct load factor on the generated moving load.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
 STAAD SPACE&lt;br /&gt;
 START JOB INFORMATION&lt;br /&gt;
 ENGINEER DATE 14-Jan-16&lt;br /&gt;
 END JOB INFORMATION&lt;br /&gt;
 INPUT WIDTH 79&lt;br /&gt;
 UNIT FEET KIP&lt;br /&gt;
 JOINT COORDINATES&lt;br /&gt;
 1 0 0 0; 2 0 0 20;&lt;br /&gt;
 MEMBER INCIDENCES&lt;br /&gt;
 1 1 2;&lt;br /&gt;
 DEFINE MATERIAL START&lt;br /&gt;
 ISOTROPIC STEEL&lt;br /&gt;
 E 4.176e+006&lt;br /&gt;
 POISSON 0.3&lt;br /&gt;
 DENSITY 0.489024&lt;br /&gt;
 ALPHA 6e-006&lt;br /&gt;
 DAMP 0.03&lt;br /&gt;
 TYPE STEEL&lt;br /&gt;
 STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2&lt;br /&gt;
 END DEFINE MATERIAL&lt;br /&gt;
 MEMBER PROPERTY AMERICAN&lt;br /&gt;
 1 TABLE ST W14X22&lt;br /&gt;
 CONSTANTS&lt;br /&gt;
 MATERIAL STEEL ALL&lt;br /&gt;
 SUPPORTS&lt;br /&gt;
 1 2 PINNED&lt;br /&gt;
 DEFINE MOVING LOAD&lt;br /&gt;
 TYPE 1 LOAD 1&lt;br /&gt;
 DIST 0&lt;br /&gt;
 TYPE 2 LOAD 0.75&lt;br /&gt;
 DIST 0&lt;br /&gt;
 LOAD 1 LOADTYPE Dead TITLE DEAD&lt;br /&gt;
 SELFWEIGHT Y -1 &lt;br /&gt;
 LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE&lt;br /&gt;
 MEMBER LOAD&lt;br /&gt;
 1 UNI GY -0.5&lt;br /&gt;
 1 CON GY -10 10&lt;br /&gt;
 LOAD 3 LOADTYPE Wind TITLE WIND +X&lt;br /&gt;
 MEMBER LOAD&lt;br /&gt;
 1 UNI GX 0.05&lt;br /&gt;
 LOAD 4 LOADTYPE Wind TITLE WIND -X&lt;br /&gt;
 MEMBER LOAD&lt;br /&gt;
 1 UNI GX -0.05&lt;br /&gt;
 LOAD 101 D+L&lt;br /&gt;
 REPEAT LOAD&lt;br /&gt;
 1 1.0 2 1.0 &lt;br /&gt;
 LOAD 102 D+.75(L+WX)&lt;br /&gt;
 REPEAT LOAD&lt;br /&gt;
 1 1.0 2 0.75 3 0.75 &lt;br /&gt;
 LOAD 103 D+.75(L-WX)&lt;br /&gt;
 REPEAT LOAD&lt;br /&gt;
 1 1.0 2 0.75 4 0.75 &lt;br /&gt;
 LOAD 104 0.6D+WX&lt;br /&gt;
 REPEAT LOAD&lt;br /&gt;
 1 0.6 3 1.0 &lt;br /&gt;
 LOAD 105 0.6D-WX&lt;br /&gt;
 REPEAT LOAD&lt;br /&gt;
 1 0.6 4 1.0 &lt;br /&gt;
 LOAD GENERATION 30 ADD LOAD 101&lt;br /&gt;
 TYPE 1 0 0 0 ZINC 1&lt;br /&gt;
 LOAD GENERATION 20 ADD LOAD 102&lt;br /&gt;
 TYPE 2 0 0 0 ZINC 1&lt;br /&gt;
 LOAD GENERATION 20 ADD LOAD 103&lt;br /&gt;
 TYPE 1 0 0 0 ZINC 1&lt;br /&gt;
 PERFORM ANALYSIS&lt;br /&gt;
 PARAMETER 1&lt;br /&gt;
 CODE AISC UNIFIED 2010&lt;br /&gt;
 CHECK CODE ALL&lt;br /&gt;
 FINISH&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Load Combinations Using Moving Loads</title><link>https://communities.bentley.com/thread/263086?ContentTypeID=1</link><pubDate>Wed, 16 Oct 2013 15:35:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3382a5d2-79f9-4f70-b4d2-dd5c4e1ee057</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;You can simply use STAAD editor to create load combination with the generated moving load. You may refer to the attached example model. In this model, the following primary loads have been created:&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;LOAD 1 LOADTYPE None&amp;nbsp; TITLE DL&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;SELFWEIGHT Y -1&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;LOAD 2 LOADTYPE None&amp;nbsp; TITLE IMPOSED LOAD&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;MEMBER LOAD&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;7 TO 11 18 TO 22 29 TO 33 40 TO 44 51 TO 60 UNI GY -4&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;LOAD 3 LOADTYPE None&amp;nbsp; TITLE WL&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;JOINT LOAD&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;7 TO 30 FX 1&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;It also has the following moving load generation command:&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;LOAD GENERATION 10 ADD LOAD 1&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;TYPE 1 2.25 0 0 ZINC 3&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;Now, if you want to create a load combination with the generated load case 5, you can simply type the following command&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;LOAD COMB 15 COMBINATION LOAD CASE 15&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;1 1.0 2 1.0 3 1.0 4 1.0 5 1.0&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#0000ff;font-family:tahoma,arial,helvetica,sans-serif;font-size:small;"&gt;The first integer number is the primary bload case number and the next one is the load factor. Here, the load factor is 1.0. I hope this helps.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Load Combinations Using Moving Loads</title><link>https://communities.bentley.com/thread/262817?ContentTypeID=1</link><pubDate>Mon, 14 Oct 2013 23:13:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fa163f11-a852-479a-9382-ab9199f3803d</guid><dc:creator>uncblue</dc:creator><description>&lt;pre&gt;Have you tried adding repeat loads through the input file? &amp;nbsp;You can&amp;#39;t do this through the gui.  For example,&lt;/pre&gt;
&lt;pre&gt;LOAD 1 LOADTYPE None  TITLE DEAD LOAD&lt;br /&gt;SELFWEIGHT Y -1 &lt;br /&gt;LOAD 100 LOADTYPE None  TITLE MOVING LOAD GENERATION START #&lt;br /&gt;LOAD GENERATION 10&lt;br /&gt;TYPE 1 0 0 0 ZINC 1&lt;br /&gt;LOAD 1001 LOADTYPE None  TITLE LOAD CASE 1001&lt;br /&gt;REPEAT LOAD&lt;br /&gt;1 1.0 101 1.0&lt;/pre&gt;
&lt;pre&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>