Ramtin Kargarmoakhar's Activitieshttps://communities.bentley.com/members/7f125ec7_2d00_5a0e_2d00_440e_2d00_bf7c_2d00_fd40e44bb89eRamtin Kargarmoakhar's recent activityen-USTelligent Community 12Moment capacity with CONSPLICEhttps://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/175152/moment-capacity-with-conspliceThu, 14 Feb 2019 21:59:44 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f7fe94d4-5674-42d4-bb53-adc42c274070Ramtin Kargarmoakhar<p>I am modeling a precast post tension girder with CONSPLICE. I do the analysis and then go to the design to check moment capacity. I get&nbsp; a set of results. when I do the summary report or shear check and go back to the moment capacity, I get a different result. I wonder if anyone has experienced similar issue and any possible solution to this problem.&nbsp;</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Thu, 14 Feb 2019 02:42:59 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:34c0f61e-8687-4d54-b701-6008169a570dAsk a question in a forum.