LEAP 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 will check these?
Currently there are no option for deflection check if it exceeds L/800 . User has to manually check that.
Also the program does not flag if the AASHTO table 2.5.2.6.3-1 article requirement is not satisfied. User has to manually check that.
For more information related to deflection , please check the below mentioned Bentley communities link.
https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/15756/long-term-deflection