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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>Zachary Riley's Activities</title><link>https://communities.bentley.com/members/7308d45f_2d00_1145_2d00_4c2d_2d00_9742_2d00_d935062f6996</link><description>Zachary Riley's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>LEAP Concrete Live Load Distribution</title><link>https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/235563/leap-concrete-live-load-distribution</link><pubDate>Wed, 14 Sep 2022 13:02:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d26f52a2-4ed6-4a70-9509-16f4c83941ee</guid><dc:creator>Zachary Riley</dc:creator><description>&lt;p&gt;In LEAP Concrete superstructure module&amp;nbsp;for a pedestrian load case with wide sidewalks (10&amp;#39;+) is there a way to toggle the live load to only be located within the clear roadway or must the distribution factors be computed manually? It appears if the curb width is set&amp;nbsp;high enough, LEAP will place 1 lane outside of the curb,&amp;nbsp;thus applying vehicular live load to a beam that should not receive any.&lt;/p&gt;
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