Deflection check for an odd scenario. I think I am ok to tile.

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oh ok, the sandwiched joist
Joist MaterialSYP or Douglas Fir, in good condition Unknown wood, but in good condition Unknown wood, kind of cracky or knotty
Joist Height5.5" (2x6)
Joist Width4.5"
Joist Spacing16"on center
Joist Length12feet
This translates to a deflection of L / 431.
 
Joist Height was calculated at 6'' not 5.5''

The joists you have over there are 1.5'' x 6'' often called 2 x 6

A 2 x 8 is actually 1.5'' x 7 1/4
Sorry, I am not following you. A 2" x 6" (nominal) is 1.5" x 5.5" (actual). So it should be Joist Height 5.5" and Joist Width 3" since they are doubled. Actually, though I think you will get the same deflection number as me (L/ 287).
The real question is thoughts the lack of deflection given I weight tested it at 900+ pounds and only got 1/16" movement in the center of the joists due to it being attached to the dormer rafters. I don't think the calculator matters since I'm testing how it actually is moving under load given its structural assistance.
 

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