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RE: Beam cast on masonry wall

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To Mr Rodrigo Lema:

As I understood the original question, it referred to cases where the load 
had been assumed to be passing through the columns to the foundations, in 
the design. I wonder if my understanding was correct. Mr Muft had said that 
"beams are designed to span between columns. The masonry wall is, of 
course, not load-bearing and rests either on plinth beam below or on 
nominal foundation."

In contrast, what you have referred to is essentially bearing masonry, 
which obviously would be a different system.

Rizwan Mirza