I think you are correct.I suspect this layer along with the other two preceding deep slab pours will act as a massive transfer slab structurally supporting the entire elevator shaft and central floors areas for the entire building. Those 60 degree cross members on the ground floor appear to be designed to support local weight only and add structural rigidity. Comments please from anyone directly working on the structure of this building.
yes just usually the pour is far aheadIs it standard practice now to start putting the cladding on the lower levels while the upper levels are still being poured? I thought they used to pour the whole building and then do cladding, but perhaps I misremember. More exciting this way for sure.