Hi, I am designing a pier. The bearing pads are modeled as plates, but I cannot get them to connect properly without a disjoint issue, even though the beam and plate have locations where they meet at a common node. communities.bentley.com/.../Concrete-Substructure-4_2D00_10.STD
The load issues upon running the analysis will be fixed, I just need to take care of this issue first. Any help would be appreciated.
