Hello, A new ram file modelling a parking structure supporting a multi storey condominium using metal stud to support deep deck floor. The model was created using 'other walls' located per the uniform floor layout to support the no composite floor ( whole floor deck continuous over mutiple walls). In a check of the load distribution on the concrete beams in the reports/beam load diagrams, it has been noted that the upper level 'other wall loads' are not being transferred to the concrete beams. Is there a reason that this is occurring (such as a box for loads not to be considered that I have checked) or is this continuous slab over wall configuration an invalid arrangement.
I understand I can remodel the parking structure beams and columns with more simple line loads as a last resort. But I am curious to the flaw.
Thanks.