https://communities.bentley.com/members/dbbe6736_2d00_65c9_2d00_46d8_2d00_a359_2d00_0e4a6b573bc1Mariya Rowley's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/157354/leap-steel-load-case-hl-93-vs-hl-93-deflection-per-aashtoMon, 02 Jul 2018 14:48:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c3a894ed-88fe-40d0-8834-399e57ba4a23Amber McCullough<p>I am looking for the&nbsp;difference between&nbsp;Load Case &quot;HL-93&quot; vs Load Case &quot;HL-93 (Deflection per AASHTO)&quot;.&nbsp; When running the reports, I see two parameters:&nbsp; HL-93, and HL-93&nbsp;<span>(Deflection per AASHTO).&nbsp; What is the program doing differently to these two cases?&nbsp; The deflection results of each are drastically different.&nbsp;</span></p> <p><span><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/pastedimage1530542907063v1.png" alt=" " /></span></p><div style="clear:both;"></div>