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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>Alex Lo's Activities</title><link>https://communities.bentley.com/members/8bd709ce_2d00_30ca_2d00_4ea5_2d00_9964_2d00_a3278e812a43</link><description>Alex Lo's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Can LEAP RC-Pier analyze/design for a cantilever abutment?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/126673/can-leap-rc-pier-analyze-design-for-a-cantilever-abutment</link><pubDate>Wed, 28 Sep 2016 15:27:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e587b28c-4479-4bfa-b34b-a3b6c94b8e39</guid><dc:creator>Alex Lo</dc:creator><description>&lt;p&gt;Can LEAP RC-Pier analyze/design for a cantilever abutment?&lt;/p&gt;
&lt;p&gt;I used RC-Pier for Abutment Cap with Pile Design before, but not sure if it works with cantilever abutment design.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Alex&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LEAP Bridge Concrete v16.01.00.10 - Substructure - Can Pier have a tapered cap and have a off-set column?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/126256/leap-bridge-concrete-v16-01-00-10---substructure---can-pier-have-a-tapered-cap-and-have-a-off-set-column</link><pubDate>Mon, 19 Sep 2016 14:53:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6af2bc33-62f4-436e-8c2b-ba1bd55c24f6</guid><dc:creator>Alex Lo</dc:creator><description>&lt;p&gt;I try to create a pier with a tapered cap, which is&amp;nbsp;unsymmetrical and with a column near one edge.&lt;/p&gt;
&lt;p&gt;Is it possible? I know i can create a symmetrical cap with a column offset from the center, but the location of non-tapered segment cannot be modified.&lt;/p&gt;
&lt;p&gt;Thanks&lt;/p&gt;
&lt;p&gt;Alex&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LEAP Bridge Concrete Connect edition v16.1.0.10 - Which AASHTO edition is using?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/125877/leap-bridge-concrete-connect-edition-v16-1-0-10---which-aashto-edition-is-using</link><pubDate>Thu, 08 Sep 2016 16:28:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:631cbd54-f08a-4c87-abe5-2ac2947dfaf3</guid><dc:creator>Alex Lo</dc:creator><description>&lt;p&gt;I use LEAP Bridge concrete (v16.1.0.10) and its Substructure (RC-pier) to run an abutment design. The analysis result output stated it is using &amp;quot;AASHTO LRFD 7th with 2015 Interim&amp;quot; in the beginning.&lt;/p&gt;
&lt;p&gt;1) However, a note right after &amp;quot;Flexure Design&amp;quot; stated &amp;quot;CL: Section classification as per LRFD 2006 Interims for provided reinforment.&amp;quot;&lt;/p&gt;
&lt;p&gt;2) &amp;nbsp;Also, for &amp;quot;Cracking/fatigue check&amp;quot;, it stated &amp;quot;Cracking check as per AASHTO LRFD (6th edition, 2012).&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;The project I am working on needs to use AASHTO LRFD 7th with 2015. Can someone verify if it is a description issue or LEAP is really using older version for those section?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks a lot&lt;/p&gt;
&lt;p&gt;Alex&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>