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Hi If we define bar length, is leap bridge software have capability to deduct development length based on dia of bar and calculate flexure check at that point.

Hi, I'm working on an abutment design and am trying to check pile reactions using the bolt/rivet theory as described on the RM Wiki page: Abutment Design -- Pile Reaction calculation I have 2 questions: 1) I just wanted to quickly confirm the formula…

Does RC Pier check shear friction in the pier cap (AASHTO 5.7.4)? I've looked in the output reports and didn't see reference to this spec section. I've also looked in the application help interface and couldn't find it. Note: my application version…