But if the building was as seismically stable as 80% of the similar sized (footprint and height) buildings currently occupied in B.C. ... why would the muni and the engineers association make it sound like it was on the cusp of falling down?
I strongly wonder whether the technical details would indicate that this was more a result of an inflexible B.C. building code than it was any actual chance that the building might collapse, or even pose a danger to the occupants?
Thus a detailed reportage of the specific technical details, written by some keener reporter, would likely make the entire story much more easily understood, essentially answering the questions related to the building falling down, or simply not meeting an ultra-strict, non-flexible B.C. Building Code, one that's got vastly different requirements from the same B.C. building code as it read 25 years ago?