Embed Plate using ACI 318-05 App D
Embed Plate using ACI 318-05 App D
(OP)
I am trying to apply the equations and rules from ACI 318-05 App D to design embed plates in concrete walls for steel beam shear connections. I am using 3/4" headed studs welded to the embed plate and I have assumed that the plate only receives a shear load.
Does anyone have any example calculations or spreadsheet/mathcad printouts that I could use to see some of these calculations in "action"?
Thanks
Does anyone have any example calculations or spreadsheet/mathcad printouts that I could use to see some of these calculations in "action"?
Thanks






RE: Embed Plate using ACI 318-05 App D
An expert is a man who has made all the mistakes which can be made in a very narrow field
RE: Embed Plate using ACI 318-05 App D
RE: Embed Plate using ACI 318-05 App D
Jed, Does the "PCA notes on 318" have any commentary and examples worked out for Embed plates with shear (App D)?
I would still like to see some worked examples if anyone could upload some that would fit my problem. An example with a side edge would be nice.
RE: Embed Plate using ACI 318-05 App D
RE: Embed Plate using ACI 318-05 App D
RE: Embed Plate using ACI 318-05 App D
Are the calculations in 349.2-07 consistent with 318 App D? If so, I may pick this up.
RE: Embed Plate using ACI 318-05 App D
This is the table of contents FYI:
PART A—Examples: Ductile single embedded
element in semi-infinite concrete
Example A1—Single stud, tension only, no edge effects
Example A2—Single stud, shear only
Example A3—Single stud, combined tension and shear
Example A4—Single bolt, combined tension and shear
PART B—Examples: Ductile multiple embedded
elements in semi-infinite concrete
Example B1(a)—Four-stud embedded plate, tension only, wide spacing
Example B1(b)—Four-stud embedded plate, tension only, close spacing
Example B1(c)—Four-bolt surface-mounted plate, tension only, close spacing, close to a corner
Example B2(a)—Four-stud embedded plate, combined shear and uniaxial moment
Example B2(b)—Four-anchor surface-mounted plate, combined shear and uniaxial moment
Example B3—Four-threaded anchors and surfacemounted plate, combined axial, shear, and moment
Example B4(a)—Four-stud embedded plate in thin slab, tension only
Example B4(b)—Four-stud rigid embedded plate in thin slab, tension only
RE: Embed Plate using ACI 318-05 App D
RE: Embed Plate using ACI 318-05 App D