Thanks for the advice. I am wondering though what the analysis procedure is once I have established the particulars of the slab. Is there an analysis procedure that would be applicable to this situation? Any ideas as to how to approach it assuming the slab is 4 inches unreinforced with an Fc...
Hi. I am a structural engineer but don't deal with concrete. The firm I do work for has run into an inspector who is refusing to pass a garage conversion without an engineering evaluation of the ability of the slab to support the new brick veneer sitting on the edge of it where the garage door...
