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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...

Thanks for the input. dhengr's suggestion of levelling nuts may work. Basically surrounding the H.S.S. with threaded rods to allow for vertical movement.

You say AISC does not prohibit this. Does it provide guidelines, if so where???

Thanks for all the information. It sounds like AISC does not have a design avenue to support this. A little more back ground information. A seismically qualified platform will be built on a steam generator. The connections on the steam generator are two lifting lugs in which the platform...

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...