https://communities.bentley.com/members/c78d6994_2d00_e5ae_2d00_4556_2d00_8ea0_2d00_4b85d2b59abeAmelie Rogahn's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/204041/leap-steel-cross-frame-reportFri, 02 Oct 2020 18:28:00 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ab9b22e4-d063-4d84-85ae-2e26055e6c02James Meisterich<p>I have a curved steel girder bridge that has been modeled in LEAP Steel. The model successfully designs cross-frames and will show tensile/compressive forces in the design runs. However, when trying to create an Analysis report, for both Dead Load and Live Load, analysis results for the last 3 cross-frames are all omitted.</p> <p></p> <p>The bridge has 4 girders. Bay 1 has 13 cross frames (including end diaphragms), Bay 2 has 14, and Bay 3 has 14. There are 41 total. The report always will only show results for 38. The 6 end diaphragms are always reported, and based on the implied numbering, the furthest 3 upstation interior cross-frames in Bay 3 never report analysis results. The model has been rerun with various different cross-frame arrangements, and in all cases, the last 3 cross-frames will not report results.</p> <p></p> <p>Is this anything anyone else has run into? Is this indicative of those cross-frames being omitted from the actual analysis, or is there some issue where the report is simply being generated incorrectly?</p><div style="clear:both;"></div>