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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>Jonathan Hisey's Activities</title><link>https://communities.bentley.com/members/cf67c3b0_2d00_3280_2d00_4379_2d00_bbf6_2d00_28a4f81dced8</link><description>Jonathan Hisey's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Is CONSYS still supported?</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/220728/is-consys-still-supported</link><pubDate>Wed, 13 Oct 2021 21:59:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a52f8a90-9ddf-4190-bb26-d0e78a350bca</guid><dc:creator>Jonathan Hisey</dc:creator><description>&lt;p&gt;When I try to open it now it says the demo license has expired.&amp;nbsp; It was very useful for calculating shear and bending AASHTO trucks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>AASHTO LRFD 9th Edition</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/205762/aashto-lrfd-9th-edition</link><pubDate>Tue, 10 Nov 2020 16:26:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:22975138-33b0-45fc-9774-0645dbf024cb</guid><dc:creator>Jonathan Hisey</dc:creator><description>&lt;p&gt;When will LEAP Bridge Concrete be updated for AASHTO LRFD 9th Edition?&lt;/p&gt;
&lt;p&gt;Thank you&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>Tue, 10 Nov 2020 04:07:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5e3e08aa-e83c-4c40-9a6f-6bb9870d9179</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Factor of reduced moment of inertia</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/113447/factor-of-reduced-moment-of-inertia</link><pubDate>Mon, 16 Nov 2015 19:43:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:58b4bddd-0978-45d0-a2e1-ad29023dd30b</guid><dc:creator>Jonathan Hisey</dc:creator><description>&lt;p&gt;Whenever I change the Factor of Reduced MI (in the column button under the geometry tab) it doesn&amp;#39;t seem to change the Moment of Inertia in column design status. &amp;nbsp;I have tried 0.5 and 1.0 and I could see no difference. &amp;nbsp;Is this calculated internally or am I missing something?&lt;/p&gt;
&lt;p&gt;Thanks&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>