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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>Jen-teck Kao's Activities</title><link>https://communities.bentley.com/members/7e762624_2d00_d912_2d00_4c29_2d00_8d69_2d00_4a745618e2f7</link><description>Jen-teck Kao's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Lateral Earth pressure on Abutment and Backwall.</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/209382/lateral-earth-pressure-on-abutment-and-backwall</link><pubDate>Thu, 04 Feb 2021 17:40:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ab04b8b2-986e-465b-a787-c66125deedf7</guid><dc:creator>Jen-teck Kao</dc:creator><description>&lt;p&gt;I dealing with deep abutment for a project I am currently working on. Does anyone know how to add lateral earth pressure on the abutment and backwall? Thanks.&amp;nbsp;&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>Thu, 04 Feb 2021 00:51:06 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13d26884-6760-42bd-9041-55f11de8b9ab</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>How to model simple span for multiple span beams?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/115297/how-to-model-simple-span-for-multiple-span-beams</link><pubDate>Wed, 20 Jan 2016 23:08:22 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:06f729f0-846d-460f-b04f-8a744d1a6a9a</guid><dc:creator>Jen-teck Kao</dc:creator><description>&lt;p&gt;Newbie Question here:&lt;/p&gt;
&lt;p&gt;I am trying to model a six spans bridge. The program seems to be asking for girder properties from CL of the pier and abutment as I have only entered the properties starting from the actual end of the beams. I guess my question is how to tell the program where the span is simple or continuous?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>