Corroded anchor bot at projected portion
Corroded anchor bot at projected portion
(OP)
Gentlemen,
I have two questions:
1- As can be seen in the attachment first page (pic) I have this problem.
Corroded part of projected anchor bolt.
Don't know if it needs to be repaired or not? If yes what is a solution.
2- What is the marked portion by the anchor bolt on second page (the two photos)
Thank you
I have two questions:
1- As can be seen in the attachment first page (pic) I have this problem.
Corroded part of projected anchor bolt.
Don't know if it needs to be repaired or not? If yes what is a solution.
2- What is the marked portion by the anchor bolt on second page (the two photos)
Thank you






RE: Corroded anchor bot at projected portion
Also, what is the remaining effective dia of the anchor bolt. It looks like 1/2 original diameter? 1/4 original strength then? Maybe?
RE: Corroded anchor bot at projected portion
RE: Corroded anchor bot at projected portion
hokie66, I don't have the loads, probably I need to run a full analysis of structure to get the loads unless there is a way around it
Any body knows where I can find a similar problem solved or discussed in a book or ...
Thanks
RE: Corroded anchor bot at projected portion
In your photo the anchor bolts project far above the concrete to allow an longer length of the bolt to stretch when the nuts are tightened. This extended stretching length minimizes the chance of the anchor bolt failing in tension.
See this link for an example: http://www.adhesiveservices.com/Report6.pdf
www.SlideRuleEra.net
www.VacuumTubeEra.net
RE: Corroded anchor bot at projected portion
Thank you so very much for your input, comment and information.
Especially thanks for the link. It was very good.
Sincerely,
SKJ25POL