at first order steel is isotropic, which is good enough for most design purposes.
when one looks very closely, with very good test methods, steel like almost all metals is anisotropic in stiffness and strength.
I got my Master's going part time (in-person classes) while working full time, in my 20's, unmarried. It was a 3 year slog. Many employers will pay tuition if you are working full time.
If you go the full time work/part time school route, suggest looking for a Master's program that does not...
mount nutplates (captive nuts) on the bottom sides of the top flanges. Then place a splice plate across the top, and bolt down thru the splice plate and flanges to the nutplates.
or instead of nutplates, just weld the nuts to the underside of the flanges.
“Since 1967 the NTSB has not produced a report increasing safety” this rubbish just proves how completely uninformed the idiot who wrote that article is.
Is there a way to calc it? Maybe. Depends on the condition details and a lot of other stuff.
Is anyone on here going to do it? No.
Does the bridge currently have a load rating?
the LVL is too short for a proper connection with the current hanger. epoxy filler will "fill the void" and have some minor effect but does not restore the connection strength. you need a much larger hanger or angles on each side bolted/nailed to the LVL and bolted/nailed to the ledger board.