Side face blow-out failure and edge distance for Headed anchor/headed bar

[Costru]

How can we optimized Side face distance (Concrete edge to Center of bar) while using headed anchor in place of hooked bar/development length. Code to be referred. ACI 318-05 Section D5.4

 

[MacGruber22]

Side face blowout is a bit of an odd failure mode, but strut and tie can provide a solution. Link

"It is imperative Cunth doesn't get his hands on those codes."