https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/232843/leap-concrete-live-load-deflection-calculations-for-prestressed-concrete-voided-slabsLEAP is calculating LL deflection Service 1 Live Load but does not flag (turn red) that it exceeds L/800 for vehicular limit. Also, LEAP Concrete is not checking that the minimum depth of AASHTO table 2.5.2.6.3-1. Am I missing a box check so LEAP willen-USTelligent Community 12https://communities.bentley.com/thread/722295?ContentTypeID=1Wed, 20 Jul 2022 05:30:50 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cf0d60c1-7c08-4acb-af87-88e9a2f14b3dVinay mysore<p>Currently there are no option for deflection check if it exceeds L/800 . User has to manually check that.</p> <p>Also the program does not flag if the&nbsp;<span>AASHTO table 2.5.2.6.3-1 article requirement is not satisfied. User has to manually check that.</span></p> <p><span></span></p> <p><span>For more information related to deflection , please check the below mentioned Bentley&nbsp;communities link.</span></p> <p><span><a href="/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15756/long-term-deflection">https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15756/long-term-deflection</a></span></p> <p><span></span></p> <p><span></span></p><div style="clear:both;"></div>