I am using the Substructure module of LEAP Bridge Concrete. According to AASHTO LRFD, you can't have a truck on both the approach slab and on the deck, but you can have a lane load on both. When generating live loads for an abutment, there are two…

Are there any plans to include auto-generation of Water Loads in RC Pier? For example, the user inputs the water elevation, soil elevation, velocity, drag coefficients, and flow angle, and then RC Pier could convert this into X and Z loads on the column…

It appears that when checking the shear and torsion in cap, RC Pier combines the maximum shear value with the maximum torsion value at each point, even though they come from different load combinations. Am i correct? Was that done intentionally? If so…

I am aware of the the two live load generation methods (constant spacing and variable spacing), and have a good understanding of their differences. Specifically for the variable spacing method, would it be possible to add an input for the user to define…

I try to create a pier with a tapered cap, which is unsymmetrical and with a column near one edge. Is it possible? I know i can create a symmetrical cap with a column offset from the center, but the location of non-tapered segment cannot be modified…