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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>Jaya 's Activities</title><link>https://communities.bentley.com/members/e17f5a45_2d00_588d_2d00_44d1_2d00_a084_2d00_814c2da38f33</link><description>Jaya 's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Lifting of prestressed girders</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/225183/lifting-of-prestressed-girders</link><pubDate>Sat, 29 Jan 2022 05:21:12 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:adef398e-4be7-4f62-9cdc-31722964e4ea</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;Can LeapBridge analyze the stress limiting during erection?&lt;/p&gt;
&lt;p&gt;For instance, the force F1 is different from F2, which may cause torsion.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/600x600/__key/communityserver-discussions-components-files/5930/2211.InkedCapture_5F00_LI.jpg" /&gt;&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jaya&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Check at lifting point for open box girder</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/225194/check-at-lifting-point-for-open-box-girder</link><pubDate>Sat, 29 Jan 2022 23:17:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1fc29396-3b40-4a39-bb95-ce4046b6f2f6</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;Can I ask&amp;nbsp;where is the&amp;nbsp;lifting points for open box girder if 1 ft is selected?&amp;nbsp; It looks like the 1 ft is for longitudinal direction. How about the transverse direction? Unlike I girder, two lifting points are usually used for the open box girder.&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " height="383" src="/resized-image/__size/600x600/__key/communityserver-discussions-components-files/5930/thumbnail_5F00_InkedCapture_5F00_LI.jpg" width="378" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " height="330" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/1643.PNG" width="355" /&gt;&lt;img alt=" " src="/resized-image/__size/600x240/__key/communityserver-discussions-components-files/5930/Tub-girder-lift.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jaya&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question II</title><link>https://communities.bentley.com/achievements/cd3cd235-25c1-476e-bb88-33a5705ca45a</link><pubDate>Sat, 29 Jan 2022 05:22:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dfa72df5-ba68-40d3-8c14-c30edfd4ef4b</guid><dc:creator /><description>Ask 10 questions in a forum.</description></item><item><title>Specify transverse location of live load to see its influence on superstructure</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/224793/specify-transverse-location-of-live-load-to-see-its-influence-on-superstructure</link><pubDate>Wed, 19 Jan 2022 21:43:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a9bb462e-89e4-4507-8672-d4d2c082c6b0</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;I placed the default live loads to check the&amp;nbsp;moments of a symmetric superstructure (below).&lt;/p&gt;
&lt;p&gt;It looks like LeapBridge provided the all combined results; thus, the moments for the two exterior girders are symmetric.&lt;/p&gt;
&lt;p&gt;Can I ask how to specify the transverse location of live load? For instance, how can I place the live load at the very left lane&amp;nbsp;to check the different moments at left girder and right girder?&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/0211.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/3835.Capture.PNG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>0.7 in. prestressing tendon</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/225075/0-7-in-prestressing-tendon</link><pubDate>Wed, 26 Jan 2022 21:42:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ae4c5bc-205c-4656-af3e-0257b6f055e6</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I can&amp;#39;t find 0.7&amp;quot; for the prestressing tendon, can I manually add it?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/1273.Capture.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jaya&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Torsion design for superstructure</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/225076/torsion-design-for-superstructure</link><pubDate>Wed, 26 Jan 2022 22:11:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c0c4ebed-44c0-47a4-88df-1f8e0a72f69b</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;Is torsion design for prestressed superstructure available using leapbridge concrete connect edition?&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jaya&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Post-Tensioning of AASHTO I Girder Type LEAP Bridge Concrete</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/137775/post-tensioning-of-aashto-i-girder-type-leap-bridge-concrete</link><pubDate>Sat, 24 Jun 2017 07:02:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:08c081d5-c3ad-4cd5-86fc-f1804c02807d</guid><dc:creator>Ave Robin Ramos</dc:creator><description>&lt;p style="text-align:right;"&gt;&lt;span style="font-size:150%;"&gt;June 24, 2017&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;Dear Engineers,&lt;/span&gt;&lt;span style="font-size:150%;"&gt;&lt;br /&gt;&lt;/span&gt;&lt;span style="font-size:150%;"&gt;&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;Greetings for all&amp;nbsp;structural engineers in the world.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;I&amp;#39;m a bridge engineer from the Philippines and currently connected in a consulting firm. I&amp;#39;m using Leap Bridge Concrete for less than a month and find out that it&amp;#39;s a very powerful bridge software. I&amp;#39;m wondering if there is a post-tensioning option for&amp;nbsp;AASHTO I Girder in the latest Leap Bridge Concrete v17. Can you help me in finding a solution?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&lt;br /&gt;&lt;/span&gt;&lt;span style="font-size:150%;"&gt;Thank you.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;Regards,&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;Ave Robin Ramos&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How does LeapBridge design/consider the connections for continuous bridge?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/224607/how-does-leapbridge-design-consider-the-connections-for-continuous-bridge</link><pubDate>Sun, 16 Jan 2022 22:50:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:752d5de9-9612-4664-a9b7-5189f5535cc9</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;I selected &amp;quot;Multi-Span (Continuous)&amp;quot; as the span type.&amp;nbsp;Can I ask if I can design the connections for the&amp;nbsp;continuous bridge? If not, how does LeapBridge design/consider the connections for the continuous bridge?&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Span-type.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jun&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>LLDF for exterior girders for precast concrete I-girder bridges in ConSpan</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/176081/lldf-for-exterior-girders-for-precast-concrete-i-girder-bridges-in-conspan</link><pubDate>Tue, 05 Mar 2019 16:24:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b52b4815-27fb-4af2-b237-2f9091a64ab5</guid><dc:creator>Daniel Broekhuizen</dc:creator><description>&lt;p&gt;I have a question in how LLDF are calculated for positive moment for the case of 2 or more lanes loaded for exterior girders in a typical I-girder bridge with cast-in-place deck. (case k of AASHTO LRFD Table 4.6.2.2.1-1).&lt;/p&gt;
&lt;p&gt;For my case with a beam spacing of 6.24&amp;#39;, the program calculated a LLDF for the interior girder of 0.52 for the case of 2 or more lanes loaded.&amp;nbsp; Using Table 4.6.2.2.2b--1, I was able to duplicate that result.&lt;/p&gt;
&lt;p&gt;For the exterior girder, I figured that ConSpan would use Table 4.6.2.2.2d-1, and multiply the interior girder LLDF by the value of &amp;quot;e&amp;quot; copied below from AASHTO to get the LLDF for the exterior girder.&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1551802521939v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;I have a barrier width of 1.21&amp;#39; and a distance from the edge of deck to the centerline of the exterior girder web of 2.5&amp;#39;.&amp;nbsp; To me, that means that e = 0.77+(2.5-1.21)/9.1 = 0.91&lt;/p&gt;
&lt;p&gt;The LLDF for the exterior girder for 2+ lanes loaded would then be 0.91*0.52 = 0.47.&amp;nbsp; However, ConSpan is giving me a value of 0.60.&amp;nbsp; What am I missing?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Cap design</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/224670/cap-design</link><pubDate>Mon, 17 Jan 2022 23:57:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:38ad9293-c432-4b32-9299-8f67b86de954</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;Can I ask the difference between&amp;nbsp;&amp;quot;centerline of column&amp;quot;, &amp;quot;face of support&amp;quot;, and &amp;quot;offset from CL of the column&amp;quot;, shown below?&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Cap-design-flexture.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;Many thanks,&lt;/p&gt;
&lt;p&gt;Jaya&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to adjust span length</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/222730/how-to-adjust-span-length</link><pubDate>Sun, 28 Nov 2021 21:15:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3b7c69db-41a2-49e5-8d5d-6582f83232fe</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;I created an bridge file.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/4657.Capture.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;How can I adjust the span length?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks,&lt;/p&gt;
&lt;p&gt;Jun&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Section drawing for new design</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/221515/section-drawing-for-new-design</link><pubDate>Mon, 01 Nov 2021 04:06:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7778245d-fa83-487d-b3af-8708544cce7b</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;I am using LEAP Bridge Concrete CONNECT Edition (Version 16.02.00.01) to design Open Box Beam.&lt;/p&gt;
&lt;p&gt;How can I add new dimensions (e.g., &amp;quot;a&amp;quot; and &amp;quot;b&amp;quot; as shown below)?&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Inked1_5F00_LI.jpg" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Strand template</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/221635/strand-template</link><pubDate>Wed, 03 Nov 2021 06:52:26 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5f07866e-1720-41e6-a486-90bfece7e2eb</guid><dc:creator>Jaya </dc:creator><description>&lt;p&gt;How can I add a strand at the red location shown as below (in between two default black dots)?&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/0640.Capture.PNG" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Mon, 01 Nov 2021 04:07:37 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bb726f32-8a20-42c9-b91d-fd88db851a4a</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>