To be clear, that was not the concrete and steel reinforced roof that was meant to be parked on. That's just a roof above the highest level of parking...right?
if you go back a couple pages of comments you'll see the engineer post lol
here's one
A typical garage deck is designed for a live load of 30 to 50 psf depending on which code it was designed to. A dance hall has a design loading of 100 psf. Although the precast concrete double tee beams (what the garage deck is made of) are designed for a slow yielding failure (not sudden like a column buckling), the students in this video were fortunate.
and this one was the one i was referring to
And as you can see, the midspan deflection for serviceability considering load patterning is satisfied
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