Post to beam connections
Plenty of 1950s/60s gluelam post and beam that are attached with a straight steel heavy strap going from the post to the beam, with bolts through to one on the other side. No need for an angle-bracket, per se. They could also be lag bolted in, but through-bolting with machine bolts and nuts is what I've seen on those buildings. Then again, a stock nailplate truss connector would probably also work (if you need anything - might depend on your earthquake exposure, but then you get back to "what did the engineer specify?")