Precast Concrete - 5 - Example 1 - Post-Installed Adhesive Anchor

[@omerfaruk7488]

Thank you Sir for this video. Your contents are always very explanatory and helpful. I hope you keep continue making videos and help students

[@dontransue9843]

Really like this channel, perhaps I can pass my SE with more of these.............

[@hawsaromerhama725]

i hope keep going dear professor iam so thankful for your amazing knowledge

[@Alberto-xb5hg]

this is all good...however....I have seen not design ....of throughout bolts with a backing plate...
I have a Simpson strong wall sitting on existing footing...my best option to transfer the loads to foundation is to drive the bolts through the 18"thk. concrete and provide a backing plate....
the Simpson wall is 4" wide with 1"diam. rod....so...the distance to one edge is 2"...
I could pour / epoxy new concrete...but...that would not make any difference...there are not edge distance issues on the long side...
any suggestion...or...can you address an example for such conditions

[@FB-bf1ww]

Thanks for the video. For the bond failure, ACI 318 figure shows the stress distribution and that it basically doesn't get any larger than cNa even with a deeper embedment depth. Do you know why that is? Intuitively I would think the deeper you embed an anchor no matter if it's mechanical or adhesive, the greater strength you will have.

[@ElaineMDiaz]

Dr. Garber, is this playlist finished, or are you planning to keep uploading modules?

[@mostafahussein2391]

Please can you share with me this textbook PCI Design Handbook 8 Edition

[@tony156stark8]

What if the anchor is in a pedestal? Is ha = pedestal height?

[@nheanpheak341]

hello professor can share this book to me?