Taken 11 March.

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Looks like forms for shear walls between super columns and core on the current floor, must be 56?
I believe they poured 55 while I was away last week and so they should be working on level 56. The crane grew taller by a section and support bracing was added. Something is different with the forming at this level. Could it be the mechanical level?

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I am thinking floor below and above mechanical level will have shear walls to account for the extra load of makeup air units and equipment
They serve as outriggers to tie the core to the super columns and improve the stiffness of the building. Same thing before the last mechanical level (floor 36). They are also taller floors at 3.525 meters vs 3.0, also floors after this mechanical level grow to 3.3 meters. (Per Core Architects documents from 2020...)
 

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