In my project I have a row of columns that lands close to a one story basement wall (about 2' away). I placed a point load directly on top of the columns. However the load is being distributed away from the columns. The load should transfer directly from…

Does anyone know if/how you can model bundles of rebar in RAM Structural System? Currently I'm only seeing the equal spacing method for placing rebar within the concrete columns, but this is overly conservative when considering the bending stress in the…