Analyis of Embedment Plates with Headed Studs
Analyis of Embedment Plates with Headed Studs
(OP)
I have ACI 349.2R-97 "Embedment Design Examples" but it only covers one or four headed studs and relatively small plates.
Are there examples or a design guide for larger plates with six to ten studs?
The plates are embedded in concrete (usually beams or columns) and support W shapes welded to the embedments with two angles.
Dick
Are there examples or a design guide for larger plates with six to ten studs?
The plates are embedded in concrete (usually beams or columns) and support W shapes welded to the embedments with two angles.
Dick






RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs
http://www.nelsonstudwelding.com/catalog.htm
RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs
They are having all kinds of trouble with this ACI method in the design world because of edge distance criteria and spacing. Also, buildings located in seismic design categories C and above require ductile bolt failure before concrete conal failure. This is a real issue because embed plates get very large and bolts actually become smaller.
ACI actually published an article condemning there own design method in the Concrete International magazine of March 04.
RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs
RE: Analyis of Embedment Plates with Headed Studs