When cured that concrete floor may be able to span a distance but when wet many need to be shored. Pretty standard design tables for how much of a span you can have un-shored when casting a floor.
It's almost like there's some sort of math that an engineer could use to make a comparable table for construction folks to easily use to be safe.
Naah, that shit's racist 'cause the engineer is White.
It would have to be a pretty tall table for shore! I never designed for wood on the bottom, but I'm shore there are load/span tables--and that they are rayciss!
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