Currently, if an OBM model is defined with a strut/web wall between pier columns, the strut will not transfer to LBS, and there is no way within the LBS substructure design module to add a strut/web wall. This is a hug problem because we have bridge designs with vessel/vehicular collision forces, and we need to be able to model, analyze, and design piers with struts/web walls in order to accommodate the large collision forces!!!