DMWWEngr
Structural
- Dec 2, 2001
- 74
I'm trying to determine the capacity of a plate cast into a concrete grade beam (wall). The plate is 10"x1/2"x15", there are (8) 3/4"dia x 5" HD studs on the back of the plate that extend deeper into the wall.
The plate is mounted vertically (parallel with the face of the wall). See rough sketch (beam not shown)... studs: "=", plate: "#"
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( ==#
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The plate is used to support a beam that is welded it. I have checked the capacity of the welds but I also want to check the capacity of the plate.
How does one determine the capacity of the plate "sketched" above?? If this is covered in ACI or LRFD code please point me to the correct section.
All comments appreciated. TIA! ---
Andrew
The plate is mounted vertically (parallel with the face of the wall). See rough sketch (beam not shown)... studs: "=", plate: "#"
-------
( )
( ==#
( ==#
( ==#
( ==#
( )
( )
( )
-------
The plate is used to support a beam that is welded it. I have checked the capacity of the welds but I also want to check the capacity of the plate.
How does one determine the capacity of the plate "sketched" above?? If this is covered in ACI or LRFD code please point me to the correct section.
All comments appreciated. TIA! ---
Andrew