Shear Transfer in Anchor Rod
Shear Transfer in Anchor Rod
(OP)
All,
I am working on checking the anchor rod shear strength for a already casted anchor rod due to revised load. As per the full shear transfer due to the vertical brace,Anchor rod is getting failed.It has assembly of shear lug too. Can anybody help me i finding the proportionate shear transfer on anchor rod, is the full shear has to be applied while doing anchor rod check,is there any governing rule/cause for actual percentange of transferred shear. That would be a great help.
Apoorv
I am working on checking the anchor rod shear strength for a already casted anchor rod due to revised load. As per the full shear transfer due to the vertical brace,Anchor rod is getting failed.It has assembly of shear lug too. Can anybody help me i finding the proportionate shear transfer on anchor rod, is the full shear has to be applied while doing anchor rod check,is there any governing rule/cause for actual percentange of transferred shear. That would be a great help.
Apoorv






RE: Shear Transfer in Anchor Rod
On large brace frames, you could weld a "claw" plate to the gusset and have studs welded to this claw plate to transfer the shear into the grade beam or foundation.
RE: Shear Transfer in Anchor Rod
RE: Shear Transfer in Anchor Rod
Dik