trainguy
Structural
- Apr 26, 2002
- 706
Hi all.
Can anyone offer guidance on the diameter tolerances of the unthreaded part of an A490 bolt shank?
I would like to use these similarly to studs in an unthreaded hole.
The assembly has 4 - 1.5 inch dia bolts to connect a 4 inch thick assembly to a 1.5 inch thick steel mounting plate. I would like the 1.5 inch thick mounting plate to come pre-assembled with 4 bolts somewhat tight in the holes, then we'd present the mating assembly (with slightly oversized holes, and we'd add nordlock washers and nuts. We have a method developed that will prevent the bolts from turning when the nut is torqued.
Any comments?
Can anyone offer guidance on the diameter tolerances of the unthreaded part of an A490 bolt shank?
I would like to use these similarly to studs in an unthreaded hole.
The assembly has 4 - 1.5 inch dia bolts to connect a 4 inch thick assembly to a 1.5 inch thick steel mounting plate. I would like the 1.5 inch thick mounting plate to come pre-assembled with 4 bolts somewhat tight in the holes, then we'd present the mating assembly (with slightly oversized holes, and we'd add nordlock washers and nuts. We have a method developed that will prevent the bolts from turning when the nut is torqued.
Any comments?