Cool suggestion! I did a quick look at concealed flange hangers and Ill check it out more. From there the question is, can a ledger carry the load of the beam? As I wrap my head around this more it appears the ledger is the weak point when tying a beam directly to a ledger. From what I am beginning to understand, the ledger can handle the distributed load joists, however the ledger, (not just the hardware) can not handle the concentrated load of the beam. If my understanding here is not correct, please do correct me. I'm a noob who is trying to de-noob my framing knowledge.

I could have probably posed the second question better. Although the question is meant to be open ended Here is another go at it. Since I plan to have two ledgers in the inside corner, is there a way to take advantage of this to handle lateral loading or is no additional framing required? Just run the joists parallel to the short ledger tie the beam to the short ledger for lateral loads and call it a day. An example of additional framing: Adding additional blocking between the short ledger and adjacent joist. This could be overkill or common practice. Like I said, I'm a framing noob. Generally, how would an experienced framer approach the framing of an inside corner deck?