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...
That wasnt a very good explanation. (My 1st post on here).
The set up is purely structural. I've attached a partial sketch of the orientation of the welds. I've shown them in tension but there is a possibility for a 10000 in.lb torque to be present.
Very good point racookpe1978, "the small...
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...
