In the example, the joists have a spacing of 16 inches and a span of 11 feet, 2 inches. The span table for a 30 psf live load/10psf dead load floor indicates a required Fb value of 1,315 and a minimum E value of 1,800,000. In this case, your joists are adequate to support a 30 psf live load and 10 psf dead load.
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