I am facing an issue with the strut and tie modelling of bridge footing in LEAP Concrete. The footing is 4 feet deep with 2 piles, so my understanding was I only need the strut and tie model in one direction. But the software does not allow me to do that…

I want to place an eccentric point load on the footing to model a temporary support in RC-Pier. What's the best way to do that? I tried applying a dead load to the footing tab under DC1, however the input is a little confusing and there is no way to…

We are working a substructure design in which, due to the geometry of the roadway, it may be necessary to have the column rotated at an angle from the orientation of the pile footing on which it sits. In the past we've had to handle this via calculation…

In the output for LRFD footing design, under the Cracking/Fatigue section, there are "Srqt", "Srqb", "Sprt" and "Sprb" heading with the unit of 'inch'. I cannot find anything in the manual or help that identifies what these heading are for. Can anyone…