dik
Structural
- Apr 13, 2001
- 26,053
We have some high strength stainless steel anchor rods and the contractor is having difficulty sourcing high strength nuts to go with them.
Is it reasonable to use a double nut of a lower strength material, using the thread shear capacity of both nuts? It may be that the steel from one nut or the other starts to yield before it engages the strength of the second nut.
Any thoughts?
Dik
Is it reasonable to use a double nut of a lower strength material, using the thread shear capacity of both nuts? It may be that the steel from one nut or the other starts to yield before it engages the strength of the second nut.
Any thoughts?
Dik