I have been asked to perform an analysis on this particular eyebolt. I want to find out the force it takes to yield the eye at the critical points. I am not worried about the bolt pulling out of the concrete because the bolt length (under the eye is 24") and is been tested (in pure tension) to...
I want to weld round bar (3/8" dia. H.R) to SCH. 40 pipe (1 1/4"), joining outside wall to outside wall so both pieces are running parrallel using FCAW.
My only concern is welding different diameter pieces together and getting the proper penetration.
1) Am I right in specifying a Flare V...