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






RE: Side face blow-out failure and edge distance for Headed anchor/headed bar
"It is imperative Cunth doesn't get his hands on those codes."