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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>Victor Fraga's Activities</title><link>https://communities.bentley.com/members/f33388f5_2d00_4d05_2d00_4468_2d00_82e9_2d00_76e5174864d9</link><description>Victor Fraga's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>What’s New in LEAP Bridge Concrete CONNECT Edition V17 U1 Maintenance Release (December 20, 2017)</title><link>https://communities.bentley.com/other/old_site_member_blogs/bentley_employees/b/shribhides_blog/posts/what-s-new-in-leap-bridge-concrete-connect-edition-v17-u1-maintenance-release-december-7-2017</link><pubDate>Thu, 14 Dec 2017 20:08:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:53db5703-0ccd-470a-9505-00de84cb443b</guid><dc:creator>Xin</dc:creator><description>&lt;p&gt;We recently identified a few issues in the current market version 17.01.00.36 of LEAP Bridge Concrete. The details of those issues are as shown below. We have fixed the issues, and created a maintenance release (v17.01.01.11).&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;Precast/Prestressed Girder module (formerly called CONSPAN)&lt;ul&gt;
&lt;li&gt;Deck offset to alignment was incorrectly calculated for the option &amp;ldquo;Flared Girder&amp;rdquo; with the span type as Multi-Span (Continuous) when skew angle was not zero.&lt;/li&gt;
&lt;li&gt;User defined dead load distribution factors did not work correctly for US LFD code.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;li&gt;Substructure module (formerly called RC-PIER)&lt;ul&gt;
&lt;li&gt;Longitudinal moment due to horizontal soil pressure was incorrectly calculated in pile cap abutment for the option &amp;ldquo;Piles integral with cap&amp;rdquo;.&lt;/li&gt;
&lt;li&gt;Analytical results of pile or column were incorrect under for pile cap abutment (with the option &amp;ldquo;Piles integral with cap&amp;rdquo; selected) or for pier when user defined checking points were activated in structural models.&lt;/li&gt;
&lt;li&gt;Factored moments in shear and torsion check in the detailed design report were incorrectly switched between left side and right side of certain points of interest.&lt;/li&gt;
&lt;li&gt;Wind load on live load was incorrectly generated for US LRFD code with Florida DOT SDG for wind load selected.&lt;/li&gt;
&lt;li&gt;Wind load on live load was incorrectly generated as zero for US LFD code.&lt;/li&gt;
&lt;li&gt;For the piers with two bearing lines, the bearing lines were incorrectly swapped and shown in the related substructure models. This was only a graphic issue, and has been fixed.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;For more details, please see the attached PDF file.&lt;/p&gt;
&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>