LRFR Capacity of Braced, Compact, Non-Composite Sectionhttps://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/131210/lrfr-capacity-of-braced-compact-non-composite-sectionMember B02 in the attached file is a rolled steel floorbeam (W21x182) which qualifies as a braced, compact section. It is non-composite (no concrete deck). LARS uses the elastic moment capacity (Fy)(Sx) = 50 ksi x 417 in3 / 12 = 1737.5 k-ft to computeen-USTelligent Community 12RE: LRFR Capacity of Braced, Compact, Non-Composite Sectionhttps://communities.bentley.com/thread/401679?ContentTypeID=1Fri, 10 Feb 2017 11:31:59 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2cfcf5d6-45ed-4071-a75c-979e96e573faVinay mysoreLARS does not use Appendix A6 for calculating the plastic section capacity.users are welcome to use the plastic section capacity from section A6 non-composite sections when it is appropriate. LARS currently does not incorporate section A6 but is conservatively limiting the moment to first yield.”<div style="clear:both;"></div>RE: LRFR Capacity of Braced, Compact, Non-Composite Sectionhttps://communities.bentley.com/thread/400490?ContentTypeID=1Tue, 31 Jan 2017 17:04:39 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:45a98419-fcc3-4629-a633-27b895922cb2Matt_SCorrection: 40 ksi is the Service II stress.<div style="clear:both;"></div>