Insufficient end bearing?

[jclark1]

These cracks were present on 4 or 5 joist ends in the same area that barely had 2 inches of endbearing on the beam. The overlap of some of the other joists were barely 3 inches. This was not under a load bearing wall. Are the cracks coincedence (possibly there from the manufacturer or palletized shipping or ???) or caused from too much weight bearing on the insufficient supported area?

[Larry D. Kage]

Looks like a split from toe-nailing...not to worry, from my perspective, if it's not too blown out.

[William J. Decker]

If those joists are being supported by the beam underneath, there is not enough overhang.

[jclark1]

That is what I was thinking, Will. However the way I read the code is the joist only needs 1 1/2" of bearing, with blocking in between. What am I missing?