I am putting a kwik bolt 3 near an old construction joint in 4000 p.s.i. concrete. Is there any documentation that provides guidance on the subject. It will not land on the old joint. The joint is tapered into a curve formed into the wall. I am putting an anchor about 2-3" away from the...
I am in a unique situation in which it sould be beneficial to the project to have a threaded H.S.S. conncection to allow for some vertical erection tolerances. The column and the connection will receive vertical,shear and moment loading and needs to be independantly verfified. Do you know if...
