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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>LEAP Bridge Concrete - Spliced Girder Tutor2</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/159396/leap-bridge-concrete---spliced-girder-tutor2</link><description>Hi, 
 
 I&amp;#39;m new to LEAP Bridge Concrete. I&amp;#39;m currently using the Spliced Girder module and the tutor2 example. I did a save as of the tutor2 example and modified the input values/staging/etc. When I ran my model, the design output status showed that the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: LEAP Bridge Concrete - Spliced Girder Tutor2</title><link>https://communities.bentley.com/thread/476130?ContentTypeID=1</link><pubDate>Mon, 13 Aug 2018 12:31:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4beedd4c-073e-4e2d-97d9-29ecb3646366</guid><dc:creator>Catherine Stanley</dc:creator><description>&lt;p&gt;Thanks&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: LEAP Bridge Concrete - Spliced Girder Tutor2</title><link>https://communities.bentley.com/thread/475912?ContentTypeID=1</link><pubDate>Fri, 10 Aug 2018 20:17:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dbe804cd-74fb-4376-8cc9-d5731b7eaf34</guid><dc:creator>Alex O [Bentley]</dc:creator><description>&lt;p&gt;Catherine,&amp;nbsp;it is a very good idea that your very first model&amp;nbsp;did modify one of the existing tutorials.&amp;nbsp; This is what I usually recommend to new users especially because of the staging sequence.&amp;nbsp; Tutorials are intended for learning the basics of building a model.&amp;nbsp; Tutorials are not intended to be perfect design examples where no flag will show up.&amp;nbsp; It is also possible that the AASHTO Code requirements may have changed since the tutorials were created around the year 2002 when the program was launched.&amp;nbsp; As a methodology of working with the program the next step after seeing a &amp;quot;Fail&amp;quot; for a&amp;nbsp;stage in design status is to go and check the specific design report and find out at which POI the flag was issued.&amp;nbsp; For example you may find out that a check at a splice is failing.&amp;nbsp; There are also detailed reports for shear and torsion intended for hand calculations checks.&amp;nbsp; Once you know where the failures are reported you may think at corrective measures let say increasing the concrete strength or giving more time to concrete to cure.&amp;nbsp; However, keep the exact&amp;nbsp;stages found in tutorials as a minimum of staging requirement&amp;nbsp;for such long spans.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>