yeah, something's changed & recently,,, find a pe who specialized in structural issues & can call on a soils guy,,, i'd start w/the main longitudinal beam & its supporting columns then move to the obvious cracks in the brickwork,,, it could be expansive soils are the culprit,,, probably wouldn't be a bad idea to drop a dime on your atty, too !
let us know the outcome,,, good luck !
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