Pablo Marquez's Activitieshttps://communities.bentley.com/members/f5afea1c_2d00_7899_2d00_47c3_2d00_a0e5_2d00_8e379d341d77Pablo Marquez's recent activityen-USTelligent Community 12Time-Dependent Loss model used by Conspanhttps://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/103694/time-dependent-loss-model-used-by-conspanTue, 06 Jan 2015 18:58:13 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:290af6e8-7b33-43a5-b791-52d989a7e237Pablo Marquez<p>What Time-Dependent Loss model does Conspan use (CEB 90, ACI 209, LRFD 6th etc.)?&nbsp; In the Design Parameters box in the Girder or Analysis tab there are options for Approximate Method, Refined Method, or Pre &#39;2005 Interims&#39; LRFD to compute losses.&nbsp; This would lead me to believe that the losses are calculated based on the latest LRFD, but I have not seen the losses calculation methodology specified in any of the Conspan literature.</p><div style="clear:both;"></div>