I’m updating my specification for cable barrier line post footing. I would like to incorporate some of the information that MwRSF has done with bogie testing of socketed foundations.What I want to specify is:“Provide line post anchor design that limits line post footing movement to “X” inches, when a dynamic force of “Y” is applied to the strong axis of the post at height “H” above the ground.”Unfortunately, I don’t remember X,Y or H. I believe that the strong axis is the one that we want the load to be applied to, but I could be wrong with that as well.
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