https://communities.bentley.com/members/fab76082_2d00_0372_2d00_4215_2d00_9782_2d00_c5c9e795a0e7Daniel Johanson's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/203487/is-it-possible-to-run-a-load-evaluation-for-negative-momentMon, 21 Sep 2020 12:44:31 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:68da66d7-60f4-4c87-8363-dc78e3264928Nicole Verstichelen<p>Hi everyone,</p> <p>Is it&nbsp;possible to do a load evaluation for <strong>negative moment? </strong>It seems like when you run a load evaluation for moment, the default &ldquo;Type&rdquo; is always positive (see photos below). I&#39;m trying to find the live load capacity factor for girders over a fixed support (negative moment).</p> <p>Thanks in advance,</p> <p>Nicole</p> <p></p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5930/Moment-Type-_3D00_-Positive.png" alt=" " /></p> <p><img src="/resized-image/__size/130x163/__key/communityserver-discussions-components-files/5930/pastedimage1600691902060v3.png" alt=" " /></p><div style="clear:both;"></div>