https://communities.bentley.com/members/60a36e29_2d00_bdb2_2d00_4175_2d00_b2ed_2d00_eaf5044e80ffJerome Hatlewick's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/247010/open-bridge-designer-leap-bridge-steel---partial-length-girdersTue, 27 Jun 2023 13:05:21 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ed11cac8-0295-4456-8937-c3f21b9143fcTim Friederich<p>I am pretty new to using Leap Bridge Steel, and have a question regarding a project I am working on. I have attached a general framing plan, and was wondering if Leap Bridge Steel was capable of modeling it, mainly due to the partial length girders. The framing plan consists of 7 straight, full-length, continuous girders, with 2 partial length, flared girders on one side, and 3 full-length, flared, continuous girders on the other side. Modeling the flared full-length girders is not an issue, but I am not sure how to handle the partial length girders. The only way that I have been able to model them is by placing a support where the partial length girder connects to the full-length girder and making it a separate unit, but this is obviously not correct. Any advice on how to properly model this?&nbsp;</p> <p><img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/Framing-Plan.jpg" data-uw-rm-ima="un" /><img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-components-multipleuploadfilemanager/a56be357_2D00_69e7_2D00_411a_2D00_8bc2_2D00_b197d529ac7b-1457144-complete/Framing-Plan.jpg" data-uw-rm-ima="un" /></p><div style="clear:both;"></div>