boffintech
Civil/Environmental
- Jul 29, 2005
- 469
Am inspecting at a project where several large plate embeds are shown on the structural drawings as having "1' #6 DBA w/180 ACI STD. HK".
OK, I read that as a # 6, grade 60, weldable piece of rebar 1' long + a 180 hook. A #6 bar ACI standard hook should have a diameter of bend of 4.5" and a 4d tail.
The contractor is a couple of floors away from actually placing these embeds but I saw a stack of embeds unloaded from a truck yesterday.
What they have is a 1' smooth dowel + a 180 hook. The hook has a 3 1/2" diameter of bend and a 1 to 2d tail. The smooth dowels have been "notched" to a depth of 1/8" at 1" spacing on 4 sides. inverted deformations?
Is there any way that they got that right?
OK, I read that as a # 6, grade 60, weldable piece of rebar 1' long + a 180 hook. A #6 bar ACI standard hook should have a diameter of bend of 4.5" and a 4d tail.
The contractor is a couple of floors away from actually placing these embeds but I saw a stack of embeds unloaded from a truck yesterday.
What they have is a 1' smooth dowel + a 180 hook. The hook has a 3 1/2" diameter of bend and a 1 to 2d tail. The smooth dowels have been "notched" to a depth of 1/8" at 1" spacing on 4 sides. inverted deformations?
Is there any way that they got that right?