The collapsed column would get the building column close to failure but not necessarily exceed the column capacity immediately. This collapse theory is from the bottom up and that there are no beams in the building above the first floor, which allowed an extra floor to be had for the same profile height as all the other buildings on the street. Es [to a point load on the slab. The 05 units were the corner units and the 04 units were just to the east on the north-facing side of the building. What a great model he has.
nest...